High performance, highly energy efficient precast composite insulated concrete panels

ABSTRACT

The invention comprises a relatively lightweight cementitious-based material panel. The cementitious-based material panel comprises a foam insulating panel having a first surface and a second surface; a first structural layer of cementitious-based material formed on the first surface of the foam insulating panel and affixed thereto; and a second non-structural layer of cementitious-based material formed on the second surface of the foam insulating panel and affixed thereto. The second non-structural layer of cementitious-based material is substantially thinner than the first structural layer of concrete. The second non-structural layer of cementitious-based material is preferably formed from polymer modified concrete, plaster or mortar. A method of making the cementitious-based material panel is also disclosed.

FIELD OF THE INVENTION

The present invention generally relates to the forming of concretestructures. More particularly, this invention relates to precastconcrete structures, especially precast concrete panels. The presentinvention also relates to composite insulated precast concrete panels.The present invention further relates to methods of making compositeinsulated precast concrete structures, especially architectural precastconcrete panels. The present invention also relates to high strengthlightweight composite insulated precast concrete panels and to methodsof making the same. The present invention relates to highly energyefficient building envelope and methods of achieving same.

BACKGROUND OF THE INVENTION

In the United States, approximately 40% of energy consumption is used toheat and cool buildings. In buildings, the majority of energy loss takesplace through the building envelope and the HVAC air intake/exhaustsystem. The building envelope consists of doors/windows, exterior wallsystems and roofing system. While great progress has been made improvingthe energy efficiency of roof, door and window systems, very littleprogress has been made in designing truly energy-efficient exterior wallsystems.

Framed walls use metal or wood studs to build a frame that can be eitherload bearing or infill. Multistory buildings can be made fromcast-in-place concrete with the exterior perimeter walls being in-filledframe construction. Exterior sheathing is attached to the outside of theframe. On the inside, drywall is used for the inside finish surface.This framing system creates a cavity between the exterior sheathing andthe drywall. This cavity is then filled with batt insulation to improveenergy efficiency. It is assumed that the R-value of the batt insulationdetermines the energy efficiency of the wall system. However, there areseveral drawback of this system. Framing members create thermalbridging. Batt insulation may not completely fill the cavity wall andover time it can sag, leaving no insulation in places. Moisturecondensation inside the cavity wall is common which dampens andcompresses the batt insulation. When this occurs, the damp battinsulation loses most, if not all, insulating properties. HVAC systemscreate pressure differentials between the interior and the exterior ofthe building. These pressure differences cause air to move through theexterior wall system. Simply stated, cavity wall framed systems havepoor energy efficiency, among many other problems.

Exterior walls can also be made of concrete, either pre-cast orcast-in-place. Concrete is a composite material comprised of amineral-based hydraulic binder which acts to adhere mineral particulatestogether in a solid mass; those particulates may consist of coarseaggregate (rock or gravel), fine aggregate (natural sand or crushedfines). While concrete provides a long lifespan and increased protectionfrom damage, concrete is as cold or as hot as the ambient temperature.Concrete has high thermal mass, which makes it rather expensive to heator cool in extreme temperatures. In an attempt to alleviate thisproblem, the inside of the building is insulated. However, suchinsulation does little to improve energy efficiency as it is generallyon the wrong side of the wall; i.e., the interior wall surface. Concretewalls have the advantage that they are barrier systems; i.e., no air canflow through from inside to the outside, but still have poor energyefficiency.

Exterior masonry walls are typically made of CMU (concrete masonry unit)blocks or brick. The block wall cavity is filled with concrete forstructural enforcement and foam for insulation. However, this doeslittle to improve energy efficiency since concrete thermal bridgingsurrounds each foam cell. Brick walls have better insulating propertiesthan concrete or CMU block walls, but still have poor energy efficiency.

Exterior Insulated Finish Systems (EIFS) are used as exterior wallcladding to improve the energy efficiency of the building envelope. EIFSis a versatile, cost effective and relatively energy efficient barriersystem. However, EIFS also has several disadvantages. EIFS hasrelatively low impact resistance. Animals, such as woodpeckers, cancause severe damage to EIFS. And, EIFS is not as long lasting asconcrete, stucco or brick. Furthermore, when applied over framingsystems there is still a wall cavity to contend with, and drainagecavities are required to mitigate some of the issues associated with theuse of EIFS, such as water intrusion, mold and others. Moreover,application of EIFS requires scaffolding the entire building perimeter,which adds cost and time to a construction schedule. Due to all of theabove, and more, many owners and architects will simply not considerusing EIFS on their projects.

To improve performance and reduce construction schedules, exteriorframed walls have been panelized. The exterior building envelope isdivided up in small enough panels that can be framed at a plant. Thesemetal framed panels are then sheathed on the exterior face and EIFS,stucco or thin brick is installed over the sheathing. The panels arethus finished and shipped to the project site ready to be erected inplace. Steel embeds and connections are used to attached the framedpanels to the building structure. While this system improvesconstruction schedules and eliminates the need for exterior scaffolding,but it still includes an exterior wall cavity formed by the framingmembers, with all its associated shortfalls.

Precast or structural concrete wall panels are known in the art. Precastinfill concrete panels are used for non-load bearing purposes. The useof precast concrete wall panels has gained in popularity because theycan be manufactured at a remote location, transported to a job site andattached into place, usually be welding steel embeds to a building'sstructural frame. Precast structural panels can also be formed bothonsite and offsite and used to support a load bearing structure of oneto four stories tall.

Prior art precast concrete wall panels also have a large thermal masswhen exposed to ambient temperatures. They retain the heat in the summeror the cold in the winter very well. Therefore, buildings built withprecast concrete panels generally have relatively poor energyefficiency. Such buildings usually require a relatively large amount ofenergy to keep them warm in the winter and cool in the summer. Sincemost precast concrete panels are not insulated, they must be insulatedon the inside through the use of interior framing systems. This methodhowever does not create a highly energy efficient building envelope.And, since batt insulation of significant thickness is required theinterior frame system takes valuable floor space and creates a cavitywall.

More recently, new methods of insulating precast concrete panels havebeen employed. There are a number of insulated concrete panel systemscurrently employed. All of them are a “sandwich” type panel. Such panelsrequire placing a layer of foam between two layers of concrete. Somepanels are non-composite while others are composite types. While thismethod improves the insulating properties of a wall and therefore theenergy efficiency of a building, it has several drawbacks.

One method involves placing a layer of insulation between a structuralconcrete layer and an architectural or non-structural concrete layerduring the casting of the panel and then erecting this entirenon-composite construction as an exterior panel. While this methodimproves the insulating properties of a wall and therefore the energyefficiency of a building, it has several drawbacks. Instead of havingone layer of concrete, the “sandwich” creates two; one that isstructural with the larger thermal mass that faces the inside of thebuilding and is insulated from the elements. The second layer ofconcrete is slightly thinner and placed on the exterior of the building;i.e., on side of the panel opposite the insulated structural layer.Although the second layer is thinner than the first layer, it usuallyincludes steel reinforcing bars (“rebar”). Rebar has to have a minimumembedment of 1½ inches from the exterior face of concrete and is usuallyplaced in the center of the concrete. Therefore, the thinnest exteriorconcrete is still approximately 3 to 4 inches thick. The second layer istherefore still relatively thick and heavy. The weight of the secondlayer added to the weight of the first layer makes the entire panelrelatively heavy. The American Concrete Institute and industry practicerequires that no shear forces be exerted by the first and second layersof the “sandwich” on the insulating layer. Therefore, a bond breakinglayer is applied to the insulating layer so that neither the first northe second layer will adhere thereto. Since there is no bond between thetwo layers of concrete and the foam, the ties used to connect the twoconcrete layers have to be engineered to resist the shear pressure fromthe weight of the second layer of concrete. Generally this is a costlysystem.

Other methods of sandwich panel construction involve a layer of foambetween two wythes (layers) of concrete in a composite type assembly.The inner and outer wythes can be the same thickness or the inner wythecan be thicker while the outer wythe can be thinner. Some use compositeplastic ties to hold the two wythes together while others use carbonfiber mesh. Some sandwich panels use pre-stressed cables to achieve therequired strength while others use internal trusses. However thesepanels are heavier and therefore more expensive to manufacture. Sincethe exterior wythes are made from conventional concrete, they are stillconsiderably thick due to minimum steel embedment code requirements. Thethinner the concrete wythes, the more brittle they become which requiresuse of pre-stressed cable reinforcement or expensive carbon fiberreinforcements. To place the steel embedments, attachments andreinforcement, the thinnest practical concrete thickness is limited toapproximately 2 to 3 inches.

Therefore, it would be desirable to provide a system for relativelyeasily and efficiently insulating precast concrete panels or otherstructures to achieve the highest energy efficiency possible. It wouldalso be desirable to provide a precast concrete panel system thatprovides a relatively lightweight precast infill cementitious-based orcementitious panel. It would also be desirable to provide a compositeprecast insulated panel that is lighter, thinner and stronger than priorart panels. It would also be desirable to provide an integratedarchitectural finished composite precast insulated panel that canincorporate various types of finish textures, colors, and patterns suchas concrete, plaster, stucco, stone, brick, tile and the like.

SUMMARY OF THE INVENTION

In order to build the highest energy efficient building, energy lossthrough the building envelope must be reduced or eliminated. Toeliminate or reduce the most energy loss, the exterior wall should beconstructed of materials with the highest thermal mass facing the insideclimate controlled (i.e., heated or cooled) space of the building,completely insulated from the environment with the most amount of heatconduction insulating material, such as closed cell foam insulationand/or refractory insulating material, and an exterior wall claddingsystem with the least amount of thermal mass. It is also desirable tohave integrated in such a panel, a wide variety of architecturalfinishes. The present invention satisfies the foregoing needs byproviding an improved precast concrete panel system.

In one disclosed embodiment, the present invention comprises astructure. The structure comprises a foam insulating panel having afirst surface and a second surface. A first structural layer ofcementitious-based material is formed on the first surface of the foaminsulating panel and affixed thereto and a second non-structural layerof cementitious-based material is formed on the second surface of thefoam insulating panel and affixed thereto.

In another disclosed embodiment, the present invention comprises aproduct. The product comprises a foam panel, the panel having a firstsurface and an opposite second surface. An elongate anchor member has afirst end and an opposite second end, a first portion of the anchormember penetrates the foam panel from the first surface to the secondsurface and a second portion of the anchor member extends outwardly fromthe second surface of the foam panel. The elongate anchor member has afirst enlarged portion adjacent a first end thereof, the first enlargedportion captures a portion of a layer of mesh/lath between the firstenlarged portion and the first surface. A first layer ofcementitious-based material is formed on the second surface such thatthe second portion of the anchor member is embedded in the first layerof cementitious-based material and a second layer of cementitious-basedmaterial is formed on the mesh/lath and second surface such that themesh/lath is at least partially embedded in the second layer ofcementitious-based material.

In another disclosed embodiment, the present invention comprises amethod. The method comprises placing a first quantity of plasticcementitious-based material on a first surface of an insulating materialand at least partially curing the first quantity of plasticcementitious-based material such that it is attached to the insulatingmaterial. A second quantity of plastic cementitious-based material isplaced on a second surface of the insulating material, the firstinsulating material including mesh/lath attached to the second surfacethereof, and at least partially curing the second quantity of plasticcementitious-based material such that it is attached to the mesh/lathand first insulating material.

In another disclosed embodiment, the present invention comprises amethod. The method comprises forming a first mold of a desired shape fora precast cementitious-based material structure, the first mold havingsides, a bottom and an open top. The method further comprises formingthe bottom of the first mold from a first insulating material havinginsulating properties equivalent to at least 1 inch of expandedpolystyrene foam, the first insulating material having a plurality ofanchor members attached thereto such that a portion of each anchormember extends upwardly from a first surface of the first insulatingmaterial and a mesh/lath material disposed on a second surface thereof,a portion of the mesh/lath being captured between a portion of each ofthe anchor members and the second surface. The method also comprisesplacing a first quantity of plastic cementitious-based material in thefirst mold and on top of a first surface of the first insulatingmaterial and allowing the first quantity of cementitious-based materialto at least partially cure in the first mold until it has sufficientcompressive strength to withstand the stress of being inverted and suchthat the first quantity of cementitious-based material is attached tothe plurality of anchor members. The first insulating material and firstquantity of cementitious-based material are then inverted and form thebottom of a second mold. The method further comprises placing a secondquantity of plastic cementitious-based material in the second mold andon top of a second surface of the first insulating material and allowingthe second quantity of cementitious-based material to at least partiallycure in the second mold until it has sufficient compressive strength towithstand the stress of being moved.

Accordingly, it is an object of the present invention to provide animproved precast concrete wall panel.

Another object of the present invention is to provide an improvedprecast structural or non-structural concrete wall panel constructionsystem.

A further object of this present invention to provide a method ofconstructing a highly energy efficient precast structural ornon-structural concrete wall panel.

Another object of the present invention to provide a method ofconstructing a highly energy efficient building envelope by using bothheat conductive insulating material and radiant heat reflective materialbetween the two layers of concrete.

Another object of the present invention is to provide an exterior wallassembly constructed of materials with the highest thermal mass facingthe inside climate controlled (i.e., heated or cooled) space of abuilding, completely insulated from the environment with the most amountof heat conduction insulating material, such as closed cell foaminsulating and/or refractory insulating material, and an exterior wallcladding system with the least amount of thermal mass.

Another object of the present invention is to provide a building systemthat reduces the urban heat island effect by having the least amount ofthermal mass exposed to the environment.

Another object of the present invention is to provide an improved methodfor making a high performance composite insulated precast structural ornon-structural concrete wall panel.

A further object of the present invention is to provide an improved formfor an insulated precast concrete wall panel.

Another object of the present invention is to provide a precast spandrelconcrete wall panel forming system that allows the concrete panel to beerected more quickly than prior art systems.

Another object of the present invention is to provide an improvedprecast concrete construction system.

A further object of the present invention is to provide a lightweight orlighter composite insulated precast infill concrete panel and a methodfor making the same.

A further object of the present invention is to provide a concrete paneland a concrete curing system that uses inert or filler material, such asground limestone, calcium carbonate, titanium dioxide, or quartz, whileproducing concrete having an ultimate strength equivalent to, or betterthan, concrete made with conventional amounts of Portland cement.

A further object of the present invention is to provide a concrete paneland concrete curing system that uses relatively large amounts ofrecycled industrial waste material, such as slag cement, fly ash, silicafume, pulverized glass, ground or shredded rubber, synthetic fibers,glass, cellulose, carbon or steel fibers, and/or rice husk ash, incombination with inert or filler material, such as ground limestone,calcium carbonate, titanium dioxide, or quartz, while producing concretehaving an ultimate strength equivalent to, or better than, concrete madewith conventional amounts of portland cement.

Another object of the present invention is to provide a compositeinsulated precast concrete panel that is thinner and stronger than priorart precast concrete panels.

A further object of the present invention is to provide a compositeinsulated precast concrete panel that can incorporate various types ofarchitectural finish textures, colors, and patterns, such as concrete,plaster, stucco, stone, brick, tile and the like.

These and other objects, features and advantages of the presentinvention will become apparent after a review of the following detaileddescription of the disclosed embodiments and the appended drawing andclaims.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view of a precast infill concrete panel inaccordance with a disclosed embodiment of the present invention.

FIG. 2 is a side view of an anchor member in accordance with the presentinvention.

FIG. 3 is a cross-sectional view taken along the line 3-3 of the anchormember shown in FIG. 2.

FIG. 4 is a cross-sectional view taken along the line 4-4 of the anchormember shown in FIG. 2.

FIG. 5 is a cross-sectional view taken along the line 5-5 of the anchormember shown in FIG. 2.

FIG. 6 is a cross-sectional side view of the anchor member shown in FIG.2 positioned in a foam insulating panel and interior structural layer ofconcrete in accordance with a disclosed embodiment the presentinvention.

FIG. 7 is a cross-sectional side view of the anchor member shown in FIG.2 positioned in a foam insulating panel, interior structural layer ofconcrete and an exterior non-structural layer of concrete, plaster ormortar in accordance with a disclosed embodiment the present invention.

FIG. 8 is a side view of another disclosed embodiment of an anchormember in accordance with the present invention.

FIG. 9 is a cross-sectional view taken along the line 9-9 of the anchormember shown in FIG. 8.

FIG. 10 is a cross-sectional view taken along the line 10-10 of theanchor member shown in FIG. 8.

FIG. 11 is a cross-sectional view taken along the line 11-11 of theanchor member shown in FIG. 8.

FIG. 12 is a cross-sectional view taken along the line 12-12 of theanchor member shown in FIG. 8.

FIG. 13 is a cross-sectional side view of the anchor member shown inFIG. 8 positioned in a foam insulating panel and interior structurallayer of concrete in accordance with a disclosed embodiment the presentinvention.

FIG. 14 is a cross-sectional side view of the anchor member shown inFIG. 8 positioned in a foam insulating panel, interior structural layerof concrete and an exterior non-structural layer of concrete, plaster ormortar in accordance with a disclosed embodiment the present invention.

FIG. 15 is a cross-sectional side view of a panel anchor member/lockingcaps assembly disclosed in co-pending patent application Ser. No.13/247,256 filed Sep. 28, 2011 positioned in a foam insulating panel andan interior structural layer of concrete of a precast infill concretepanel in accordance with a disclosed embodiment of the presentinvention.

FIG. 16 is a cross-sectional end view of a panel anchor member/lockingcaps assembly disclosed in co-pending patent application Ser. No.13/247,256 filed Sep. 28, 2011 positioned in a foam insulating panel andan interior structural layer of concrete of a precast infill concretepanel in accordance with a disclosed embodiment of the presentinvention.

FIG. 17 is a cross-sectional side view of a panel anchor member/lockingcaps assembly disclosed in co-pending patent application Ser. No.13/247,256 filed Sep. 28, 2011 positioned in a foam insulating panel, aninterior structural layer of concrete and an exterior non-structurallayer of concrete, plaster or mortar of a precast infill concrete panelin accordance with a disclosed embodiment of the present invention.

FIG. 18 is a cross-sectional end view of a panel anchor member/lockingcaps assembly disclosed in co-pending patent application Ser. No.13/247,256 filed Sep. 28, 2011 positioned in a foam insulating panel, aninterior structural layer of concrete and an exterior non-structurallayer of concrete, plaster or mortar of a precast infill concrete panelin accordance with a disclosed embodiment of the present invention.

FIG. 19 is a partially broken away perspective view of a disclosedembodiment of a precast concrete wall panel form system in accordancewith the present invention showing the formation of an interiorstructural layer of concrete of a precast infill concrete panel inaccordance with a disclosed embodiment of the present invention.

FIG. 20 is a cross-sectional view taken along the line 20-20 of theprecast concrete wall panel form system shown in FIG. 19, shown with theoptional insulating material positioned over the concrete form.

FIG. 21 is a cross-sectional view taken along the line 21-21 of theprecast concrete wall panel form system shown in FIG. 19, shown with theoptional insulating material positioned over the concrete form.

FIG. 22 is a cross-sectional view taken along the line 20-20 of theprecast concrete wall panel form system shown in FIG. 19, shown with theforming and curing system removed.

FIG. 23 is a cross-sectional view taken along the line 21-21 of theprecast concrete wall panel form system shown in FIG. 19, shown with theforming and curing system removed.

FIG. 24 is a partially broken away perspective view of a disclosedembodiment of a precast concrete wall panel form system in accordancewith the present invention showing the formation of an exteriornon-structural layer of concrete, plaster or mortar of a precast infillconcrete panel in accordance with a disclosed embodiment of the presentinvention.

FIG. 25 is a cross-sectional view taken along the line 25-25 of theprecast concrete wall panel form system shown in FIG. 24, shown with theoptional insulating material positioned over the concrete form.

FIG. 26 is a cross-sectional view taken along the line 26-26 of theprecast concrete wall panel form system shown in FIG. 24, shown with theoptional insulating material positioned over the concrete form.

FIG. 27 is a cross-sectional view taken along the line 25-25 of theprecast concrete wall panel form system shown in FIG. 15, shown with theoptional insulating material and side form members removed.

FIG. 28 is a partial detail cross-sectional view of the precast concretewall panel shown in FIG. 27.

FIG. 29 is a cross-sectional side view of another disclosed embodimentof the precast infill concrete panel shown in FIG. 27, showing the useof a mask or template to form a second layer on the exteriornon-structural layer of concrete, plaster or mortar.

FIG. 30 is a cross-sectional side view of the precast infill concretepanel shown in FIG. 29, showing the mask or template removed and asecond layer of concrete plaster or mortar formed on the exteriornon-structural layer of concrete, plaster or mortar to provide a desiredpatterned surface thereon.

FIG. 31 is a perspective view of another disclosed embodiment of a panelanchor member in accordance with the present invention.

FIG. 32 is a top plan view of the panel anchor member shown in FIG. 31.

FIG. 33 is a side view of the panel anchor member shown in FIG. 31.

FIG. 34 is a cross-sectional view taken along the line 34-34 of thepanel anchor member shown in FIG. 32.

FIG. 35 is a cross-sectional view taken along the line 35-35 of thepanel anchor member shown in FIG. 32.

FIG. 36 is a cross-sectional view taken along the line 36-36 of thepanel anchor member shown in FIG. 32.

FIG. 37 is a top plan view of another disclosed embodiment of a panelanchor member in accordance with the present invention.

FIG. 38 is a cross-sectional view taken along the line 38-38 of thepanel anchor member shown in FIG. 37.

FIG. 39 is a cross-sectional view taken along the line 39-39 of thepanel anchor member shown in FIG. 37.

FIG. 40 is a cross-sectional view taken along the line 40-40 of thepanel anchor member shown in FIG. 37.

FIG. 41 is a partial cross-sectional side view of another disclosedembodiment of the precast infill concrete panel shown in FIG. 7 usingthe panel anchor member shown in FIG. 37.

FIG. 42 is a partial cross-sectional side view of another disclosedembodiment of the precast infill concrete panel shown in FIG. 7 usingthe panel anchor member shown in FIG. 37.

FIG. 43 is a partial cross-sectional side view of another disclosedembodiment of the precast infill concrete panel shown in FIGS. 15 and16, showing the use of decorative exterior finishes, such as concrete,plaster, stucco, stone, brick, tile and the like, instead of an exteriorconcrete wythe.

FIG. 44 is a partially broken away perspective view of a disclosedembodiment of a precast concrete wall panel form system in accordancewith the present invention showing the formation of an interiorstructural layer of concrete, plaster or mortar and an exteriornon-structural layer of polymer modified concrete, plaster or mortar ofa precast concrete panel in accordance with a disclosed embodiment ofthe present invention.

DETAILED DESCRIPTION OF THE DISCLOSED EMBODIMENTS

Referring now to the drawing in which like numbers indicate likeelements throughout the several views, there is shown in FIG. 1 adisclosed embodiment of a lightweight composite insulated concrete panel10 in accordance with the present invention. The panel 10 comprises aninterior structural layer of concrete or structural interior wythe 12and an exterior non-structural, architectural layer of concrete ornon-structural exterior wythe 14. Disposed between the interior wythe 12and the exterior wythe 14 is a foam insulating panel 16. The foaminsulating panel has an interior primary surface 18 and an exteriorprimary surface 20. The foam insulating panel 16 can be made from anyinsulating material that provides sufficient insulating properties.However, the foam insulating panel 16 preferably is made from a closedcell polymeric foam material, such as molded expanded polystyrene orextruded expanded polystyrene. Other closed cell polymeric foams canalso be used, such as polyisocyanurate, polyethylene or polyurethane.The foam insulating panels should also have a density sufficient to makethem substantially rigid, such as approximately 1 to approximately 3pounds per cubic foot, preferably approximately 1.5 pounds per cubicfoot. High density expanded polystyrene foam is available under thetrademark Neopor® and is available from Georgia Foam, Gainesville, Ga.The foam insulating panel 16 can be made by molding to the desired sizeand shape, by cutting blocks or sheets of pre-formed extruded expandedpolystyrene into a desired size and shape or by extruding the desiredshape and then cutting to the desired length. If the foam insulatingpanel 16 is made from a material other than polystyrene, the foaminsulating panel should have insulating properties equivalent toapproximately 0.5 and approximately 8 inches of expanded polystyrenefoam; more preferably at least 0.5 inches of expanded polystyrene foam;most preferably at least 1 inch of expanded polystyrene foam; especiallyat least 2 inches of expanded polystyrene foam; more especially at least3 inches of expanded polystyrene foam; most especially, at least 4inches of expanded polystyrene foam. Preferably, the foam insulatingpanel 16 has insulating properties equivalent about 0.5 inches ofexpanded polystyrene foam; about 1 inch of expanded polystyrene foam;about 2 inches of expanded polystyrene foam; about 3 inches of expandedpolystyrene foam; or about 4 inches of expanded polystyrene foam.

Optionally, but preferably, a layer of radiant heat reflective material22 is attached to the interior surface 18 or a layer of radiant heatreflective material 24 is attached to the exterior surface 20 of thefoam insulating panel 16. Preferably, a layer of radiant heat reflectivematerial 22, 24, such as a metal foil, especially aluminum foil, isattached to both the interior surface 18 and the exterior surface 20 ofthe foam insulating panel 16, as shown in FIGS. 1, 6 and 7. A preferredradiant heat reflective material is a metalized polymeric film, morepreferably, metalized biaxially-oriented polyethylene terephthalatefilm, especially aluminized biaxially-oriented polyethyleneterephthalate film. Biaxially-oriented polyethylene terephthalate filmis commercially available under the designation Mylar®, Melinex® andHostaphen®. Mylar® film is typically available in thicknesses ofapproximately 1 mil or 2 mil. Aluminized Mylar® film is commerciallyavailable from the Cryospares division of Oxford InstrumentsNanotechnology Tools Ltd., Abingdon, Oxfordshire, United Kingdom andfrom New England Hydroponics, Southampton, Mass., USA.

Although refractory insulating material has properties of conductiveheat insulating properties, it also has properties of radiant heatreflective properties. Therefore, the layer of radiant heat reflectivematerial 22, 24 can also be made from a refractory insulating material,such as a refractory blanket, a refractory board or a refractory felt orpaper. Refractory insulating material is typically used to line hightemperature furnaces or to insulate high temperature pipes. Refractoryinsulating material is typically made from ceramic fibers made frommaterials including, but not limited to, silica, silicon carbide,alumina, aluminum silicate, aluminum oxide, zirconia, calcium silicate;glass fibers, mineral wool fibers, Wollastonite and fireclay. Refractoryinsulating material is commercially available in various form including,but not limited to, bulk fiber, foam, blanket, board, felt and paperform. Refractory insulation is commercially available in blanket form asFiberfrax Durablanket® insulation blanket from Unifrax I LLC, NiagaraFalls, N.Y., USA and RSI4-Blank and RSI8-Blank from RefractorySpecialties Incorporated, Sebring, Ohio, USA. Refractory insulation iscommercially available in board form as Duraboard® from Unifrax I LLC,Niagara Falls, N.Y., USA and CS85, Marinite and Transite boards from BNZMaterials Inc., Littleton, Colo., USA. Refractory insulation in feltform is commercially available as Fibrax Felts and Fibrax Papers fromUnifrax I LLC, Niagara Falls. The refractory insulating material can beany thickness that provides the desired insulating properties, as setforth above. There is no upper limit on the thickness of the refractoryinsulating material; this is usually dictated by economics. However,refractory insulating material useful in the present invention can rangefrom 1/32 inch to approximately 2 inches. Similarly, ceramic fibermaterials including, but not limited to, silica, silicon carbide,alumina, aluminum silicate, aluminum oxide, zirconia, calcium silicate;glass fibers, mineral wool fibers, Wollastonite and fireclay, can besuspended in a polymer, such as polyurethane, latex, cement or epoxy,and used as a coating to create a refractory insulating material layer,for example covering, or substantially covering, one of the primarysurfaces 18, 20, or both, of the foam insulating panel 16 and used asthe radiant heat reflective material 22, 24. Ceramic fibers in a polymerbinder are commercially available as Super Therm®, Epoxotherm and HPCCoating from Superior Products, II, Inc., Weston, Fla., USA.

Optionally applied to the exterior surface 20 of the foam insulatingpanel 16 opposite the interior structural wythe 12 is a layer of mesh orlath 26. The layer of mesh/lath 26 serves to assist in attaching theexterior non-structural wythe 14 to the foam insulating panel 16. Thelayer of mesh/lath 26 can be made from continuous materials, such assheets or films, or discontinuous materials, such as fabrics, webs ormeshes. The layer of mesh/lath 26 can be made from metal, but ispreferably is made from synthetic plastic materials that form the warpand weft strands of a fabric, web or mesh. An especially preferred layerof mesh/lath 26 is disclosed in U.S. Pat. No. 7,625,827 (the disclosureof which is incorporated herein by reference in its entirety). Also, thelayer of mesh/lath 26 can be made from carbon fiber, alkaline resistantfiberglass, basalt fiber, aramid fibers, polypropylene, polystyrene,vinyl, polyvinyl chloride (PVC), nylon, from composite materials, suchas carbon fibers in polymeric materials, or the like. For example, thelayer of mesh/lath 26 can be made from the mesh or lath disclosed in anyof U.S. Pat. No. 5,836,715; 6,123,879; 6,263,629; 6,454,889; 6,632,309;6,898,908 or 7,100,336 (the disclosures of which are all incorporatedherein by reference in their entirety). The layer of mesh/lath 26 can bemade from metal sheets, such as foils, corrugated metal sheets orperforated metal sheets, and made from materials such as steel oraluminum.

The foam insulating panel 16 includes a plurality of panel anchormembers, such as the panel anchor member 28 (FIGS. 2-5). Each panelanchor member 28 is preferably formed from a polymeric thermosetting orthermoplastic material, such as polyethylene, polypropylene, nylon,glass filled thermoplastics or the like. For particularly large or heavystructures, the panel anchor member 28 is preferably formed from glassor mineral fiber filled thermoplastics, such as nylon. An especiallypreferred material is Wollastonite fiber filled thermoplastic. The panelanchor member 28 can be formed by any suitable process, such as byinjection molding or pultrusion.

Each panel anchor member 28 includes an elongate panel-penetratingportion 30 and a flange 32 at an end of the panel-penetrating portion.The flange 32 can be any suitable shape, such as square, oval or thelike, but in this embodiment is shown as circular. The flange 32prevents the panel anchor member 28 from pulling out of the foaminsulating panel 16. The flange 32 also traps the layer of mesh/lath 26between it and exterior surface 20 the foam insulating panel 16, therebyattaching the layer of mesh/lath to the foam insulating panel. Thepanel-penetrating portion 30 can be any suitable cross-sectional shape,such as square, round, oval or the like, but in this embodiment is shownas having a generally plus sign (“+”) cross-sectional shape. Thepanel-penetrating portion 30 comprises four leg members 34, 36, 38, 40(FIGS. 3, 4 and 5) extending outwardly from a central core member 42.The plus sign (“+”) cross-sectional shape of the panel-penetratingportion 30 prevents the anchor member 28 from rotating around itslongitudinal axis during concrete placement. Formed adjacent an end 44of the panel anchor member 28 opposite the flange 32 is a notch 46. Thenotch 46 is formed in each of the legs 34-40 adjacent the end 44 of thepanel anchor member 28. The notch 46 can be any shape, such astriangular, round, oval or the like, but in this embodiment is shown ashaving a generally rectangular shape (FIG. 2). The notch 46 gives thatportion of the panel penetrating portion 30 an effective narrowerdiameter than the end 44. Thus, when the notch 46 and end 44 areembedded in plastic concrete, the plastic concrete will flow into thenotch. Accordingly, after the concrete hardens that panel anchor member28 will be securely attached to the hardened concrete.

The foam insulating panel 16 is prepared by forming a plurality of holesin the foam insulating panel to receive the ends, such as the end 44, ofthe panel penetrating portion, such as the panel penetrating portion 30,of a plurality of panel anchor members identical to the panel anchormember 28. Holes (not shown) in the foam insulating panels 16 can beformed by conventional drilling, such as with a rotating drill bit, bywater jets, saw cutting knives or by hot knives. It is also preferableto form the holes in the foam insulating panel 16 after the layer ofmesh/lath 26 and optionally the radiant heat reflective material 24 isapplied to the exterior surface 20 of the foam insulating panel. Thus,when the holes (not shown) are formed in the foam insulating panel 16,they should also be simultaneously formed in the layer of mesh/lath 26and optionally in the heat reflective material 24 so that the holestherein (not shown) line up with the holes in the foam insulating panel.The holes (not shown) in the foam insulating panels 16 should also havethe same shape as the cross-sectional shape of the panel penetratingportion 30 of the panel anchor member 28, which in this case is a plussign (“+”) shape.

The foam insulating panel 16 is assembled by inserting the foam panelpenetrating portion 30 of the panel anchor member 28 through the hole(not shown) in the layer of mesh/lath 26, the radiant heat reflectivematerial 24, if present, and then through the hole in the foaminsulating panel, until the flange 26 contacts the layer of mesh/lathand holds that layer of mesh/lath and, optionally the radiant heatreflective material, tightly against the exterior surface 20 of the foaminsulating panel. The layer of mesh/lath 26 is preferably also attachedto the exterior surface 20 of the foam insulating panel 16 with anadhesive, as described below. Optionally, the radiant heat reflectivematerial 24 can be adhesively attached to the exterior surface 20 of thefoam insulating panel 16 using an appropriate adhesive, such as acontact adhesive, an acrylic adhesive or an epoxy adhesive.

As shown in FIG. 1, a plurality of panel anchor members identical to thepanel anchor members 28, are positioned in spaced rows and columnsacross the width and height of the foam insulating panel 16. In theembodiment disclosed herein, the panel anchor members are spaced on16-inch centers. For example, there are seven vertical columns of elevenvertically spaced panel anchor members, which thereby form eleven rowsof seven horizontally spaced anchor members.

In addition to securing the layer of mesh/lath 26 to the foam insulatingpanel 16, the panel anchor member 28 attaches the interior structuralwythe 12 to the foam insulating panel. The panel penetrating portion 30of the panel anchor member 28 is sufficiently long such that when thepanel anchor member is inserted through the foam insulating panel 16 andthe flange 32, mesh/lath 26 and optionally the radiant heat reflectivematerial 24 are flush against the exterior surface 20, as shown in FIGS.6 and 7, the end 44 of the panel anchor member and the notch 46 aredisposed above the interior surface 18 of the foam insulating panel.Thus, the panel penetrating portion 30 should extend to approximatelythe middle (thickness) of the interior structural wythe 12, as shown inFIG. 6. Therefore, for a 4-inch foam insulating panel and a 4-inchinterior structural wythe 12, the length of the panel penetratingportion 30 of the panel anchor member 28 from the flange 32 to the end44 should be approximately 6 inches. Furthermore, the diameter of theflange 32 should be as large as practical to maintain the panel anchormember 28 in a vertical position when plastic concrete is placed in theform. It is found as a part of the present invention that flanges 28having diameters of approximately 2 to approximately 4 inches,especially approximately 3 inches, are useful in the present invention.Furthermore, the spacing between adjacent panel anchor members 28, willvary depending on factors including the thickness of the interiorstructural wythe 12 and the thickness of the foam insulating panel 16.However, it is found as a part of the present invention that a spacingof adjacent panel anchor members 28 of approximately 6 inch toapproximately 24 inch centers, especially 16 inch centers, is useful inthe present invention.

The thickness of the foam insulating panel 16 is also a factor that mustbe considered in designing the insulated concrete infill panel 10 inaccordance with the present invention and will vary depending on factorsincluding the amount of insulation desired, the thickness of theconcrete panel, and the dimensions of the concrete panel. There is nomaximum thickness for the foam insulating panel 16 that can be used inthe present invention. The maximum thickness is only dictated byeconomics, ease of handing and overall panel design. By combining theradiant heat reflective material 22, 24 with the foam insulating panel16, the energy efficiency is increased for the same foam thickness,which overall allows for less foam thickness with increased performance.

In FIGS. 8-14 there is shown an alternate disclosed embodiment of thepanel anchor member 100. The panel anchor member 100 can be used in thesame manner as the panel anchor member 28 described above. The foaminsulating panel 16 includes a plurality of panel anchor members, suchas the panel anchor member 100. Each panel anchor member 100 ispreferably formed from a polymeric material, such as polyethylene,polypropylene, nylon, glass or mineral filled thermoplastics or thelike. For particularly large or heavy structures, the panel anchormember 100 is preferably formed from glass filled nylon. The panelanchor member 100 can be formed by any suitable process, such as byinjection molding or pultrusion.

Each panel anchor member 100 includes an elongate panel-penetratingportion 102 and a flange 104 at an end of the panel-penetrating portion.The flange 104 can be any suitable shape, such as square, oval or thelike, but in this embodiment is shown as circular. The flange 104prevents the panel anchor member 100 from pulling out of the foaminsulating panel 16. The flange 104 also traps the layer of mesh/lath 26between it and exterior surface 20 the foam insulating panel 16, therebyattaching the layer of mesh/lath to the foam insulating panel. Thepanel-penetrating portion 102 can be any suitable cross-sectional shape,such as square, round, oval or the like, but in this embodiment is shownas having a generally plus sign (“+”) cross-sectional shape. Thepanel-penetrating portion 102 comprises four leg members 106, 108, 110,112 (FIGS. 8, 11 and 12) extending radially outwardly from a centralcore member 114. The plus sign (“+”) cross-sectional shape of thepanel-penetrating portion 102 prevents the panel anchor member 100 fromrotating around its longitudinal axis during concrete placement. Formedadjacent an end 116 of the panel anchor member 100 opposite the flange104 is a notch 118. The notch 118 is formed in each of the legs 106-112adjacent the end 116 of the panel anchor member 100. The notch 118 canbe any shape, such as triangular, round, oval or the like, but in thisembodiment is shown as having a generally rectangular shape (FIG. 8).

Extending outwardly from the flange 104 opposite from the panelpenetrating portion 102 is a second anchor portion 120. The secondanchor portion 120 can be any suitable cross-sectional shape, such assquare, round, oval or the like, but in this embodiment is shown ashaving a generally plus sign (“+”) cross-sectional shape. The secondanchor portion 120 comprises four leg members 122, 124, 126, 128 (FIGS.8 and 10) extending radially outwardly from a central core member 130.Formed adjacent an end 132 of the second anchor portion 120 intermediatethe flange 104 and the end 132 is a notch 134. The notch 134 is formedin each of the legs 122-128 adjacent the end 132 of the second anchorportion 132. The notch 134 can be any shape, such as triangular, round,oval or the like, but in this embodiment is shown as having a generallyrectangular shape (FIG. 8).

The foam insulating panel 16 is prepared by forming a plurality of holesin the foam insulating panel to receive the ends, such as the end 116,of the panel penetrating portion, such as the panel penetrating portion102, of a plurality of panel anchor members identical to the panelanchor member 100. Holes (not shown) in the foam insulating panels 16can be formed by conventional drilling, such as with a rotating drillbit, by water jets, saw cutting knives or by hot knives. It is alsopreferable to form the holes in the foam insulating panel 16 after thelayer of mesh/lath 26 and optionally the radiant heat reflectivematerial 24 is applied to the exterior surface 20 of the foam insulatingpanel. Thus, when the holes (not shown) are formed in the foaminsulating panel 16, they should also be simultaneously formed in thelayer of mesh/lath 26 and optionally in the heat reflective material 24so that the holes therein (not shown) line up with the holes in the foaminsulating panel. The holes (not shown) in the foam insulating panels 16should also have the same shape as the cross-sectional shape of thepanel penetrating portion 102 of the panel anchor member 100, which inthis case is a plus sign (“+”) shape.

The foam insulating panel 16 is assembled by inserting the panelpenetrating portion 102 of the panel anchor member 100 through the hole(not shown) in the layer of mesh/lath 26, the radiant heat reflectivematerial 24, if present, and then through the hole in the foaminsulating panel, until the flange 104 contacts the layer of mesh/lathand holds the layer of mesh/lath and optionally the radiant heatreflective material tightly against the exterior surface 20 of the foaminsulating panel. Optionally, the radiant heat reflective material 24can be adhesively attached to the exterior surface 20 of the foaminsulating panel 16 using an appropriate adhesive, such as a contactadhesive, an acrylic adhesive or an epoxy adhesive. As shown in FIG. 1,a plurality of panel anchor members identical to the panel anchormembers 100, are positioned in spaced rows and columns across the widthand height of the foam insulating panel 16.

In addition to securing the layer of mesh/lath 26 to the foam insulatingpanel 16, the panel anchor member 100 attaches the interior structuralwythe 12 and the non-structural exterior wythe 14 to the foam insulatingpanel. The panel penetrating portion 102 of the panel anchor member 100is sufficiently long such that when the panel anchor member is insertedthrough the foam insulating panel 16 and the flange 104, layer ofmesh/lath 26 and the radiant heat reflective material 24, if present,are flush against the exterior surface 20, as shown in FIG. 13, and theend 116 of the panel anchor member and the notch 118 are disposed abovethe interior surface 18 of the foam insulating panel. Thus, the panelpenetrating portion 102 should extend to approximately the middle(thickness) of the interior structural wythe 12, as shown in FIG. 13.Therefore, for a 4-inch foam insulating panel and a 4-inch interiorstructural wythe 12, the length of the panel penetrating portion 102 ofthe panel anchor member 100 from the flange 104 to the end 116 should beapproximately 6 inches. Additionally, the second anchor portion 120 ofthe panel anchor member 100 is sufficiently long so that it extends intothe exterior non-structural wythe 14. Therefore, for a 1 inch exteriornon-structural wythe 14, the length of the second anchor portion 120from the flange 104 to the end 132 can be about 0.25 inches to about0.75 inches. For different thicknesses of the interior structural wythe12 and the exterior non-structural wythe 14, different length of thepanel penetrating portion 102 and the second anchor portions 120 can beused.

The diameter of the flange 104 should be as large as practical tomaintain the panel anchor member 100 in a vertical position when plasticconcrete is placed in the form. It is found as a part of the presentinvention that a flange 104 having a diameter of approximately 2 toapproximately 4 inches, especially approximately 3 inches, is useful inthe present invention. Furthermore, the spacing between adjacent panelanchor members 100, will vary depending on factors including thethickness of the interior structural wythe 12, the thickness of theexterior non-structural wythe 14 and the thickness of the foaminsulating panel 16. However, it is found as a part of the presentinvention that a spacing of adjacent panel anchor members 100 ofapproximately 6 inch to approximately 24 inch centers, especially 16inch centers, is useful in the present invention.

In an alternate disclosed embodiment, the panel anchor member/lockingcap assemblies disclosed in applicant's co-pending patent applicationSer. No. 13/247,256 filed Sep. 28, 2011 (the disclosure of which isincorporated herein by reference in its entirety) are used in place ofthe panel anchor members 28, 100 disclosed above. FIGS. 15-18 show theuse of the anchor member/locking cap assembly disclosed in co-pendingpatent application Ser. No. 13/247,256 in the present invention (thedisclosure of which is incorporated herein by reference in itsentirety). Specifically, an anchor member/locking cap assembly includestwo separate pieces: a panel anchor member 200 and a locking cap 202.The panel anchor member 200 includes an elongate panel-penetratingportion 204 and an elongate concrete anchor portion 206. Thepanel-penetrating portion 204 can be any suitable cross-sectional shape,such as square, round, oval or the like, but in this embodiment is shownas having a generally plus sign (“+”) cross-sectional shape. Thepanel-penetrating portion 204 comprises four leg members extendingoutwardly from a central core member. The plus sign (“+”)cross-sectional shape of the panel-penetrating portion 204 prevents thepanel anchor member from rotating around its longitudinal axis duringconcrete placement. Formed intermediate each end 208, 210 of the panelanchor member is a central flange 212 that extends outwardly radiallyfrom the leg members of the panel penetrating portion 200. The centralflange 212 can be any shape, such as square, oval or the like, but inthis embodiment is shown as having a round shape. The central flange 212includes a generally flat foam insulating panel contacting portion 214.

The concrete anchor portion 206 of the panel anchor member 200 comprisesfour outwardly extending elongate leg members. Formed at the end of theconcrete anchor portion 206 opposite the flange 212 is another flange216 that extends radially outwardly from the leg members of the concreteanchor portion. The flange 216 can be any suitable shape, such assquare, oval or the like, but in this embodiment is shown as circular.The flange 216 prevents the panel anchor member 200 from pulling out ofthe concrete after it is cured.

On each of the legs adjacent the end 208 of the panel anchor member 200is formed a plurality of teeth (not shown). The locking cap 202 definesan opening for receiving the end 208 of the panel anchor member 200. Theopening is sized and shaped such that the four legs of the panelpenetrating portion 204 will fit through the opening. Formed within theopening are four latch fingers (not shown). Each latch finger includes aplurality of teeth that are sized and shaped to mate with the teeth onthe panel anchor member 200. Each latch finger is designed so that itcan move outwardly when the end 208 of the panel anchor member 200 isinserted in the opening of the locking cap 202, but will tend to returnto its original position due to the resiliency of the plastic materialfrom which it is made. Thus, as the end 208 of the panel anchor member200 is inserted into and through the opening of the locking cap 202, theteeth on the latch fingers will ride over the teeth on the panelpenetrating portion 204. However, once the teeth of the locking cap 202mate with the teeth on the panel anchor member 200 they prevent removalof the panel anchor member from the locking cap. The teeth thereforeprovide a one-way locking mechanism; i.e., the locking cap 202 can berelatively easily inserted onto the panel anchor member 200, but oncefully inserted, the locking cap is locked in place and cannot be removedfrom the panel anchor member under normally expected forces. As shown inFIGS. 15-18, layer of the mesh/lath 26 is captured between the lockingcap 202 and the exterior surface 20 of the foam insulating panel 16thereby holding the layer of mesh/lath in place. The layer of mesh/lath26 is also attached to the exterior surface 20 of the foam insulatingpanel 16 by a conventional adhesive, such as an acrylic adhesive or anacrylic elastomeric adhesive. However, it is preferred that the layer ofmesh/lath 26 be laminated to the exterior surface 20 of the foaminsulating panel 16 using a polymeric material that also forms a weatheror moisture barrier on the exterior surface of the foam insulatingpanels. The weather barrier can be applied to the layer of mesh/lath 26on the surface 20 of the foam insulating panel 16 by any suitablemethod, such as by spraying, brushing or rolling. The moisture barriercan be applied as the laminating agent for the layer of mesh/lath 26 orit can be applied in addition to an adhesive used to adhere the layer ofmesh lath to the outer surface 20 of the foam insulating panel 16.Suitable polymeric materials for use as the moisture barrier are anywater-proof polymeric material that is compatible with both the materialfrom which the layer of mesh/lath 26 and the foam insulating panel 16are made; especially, liquid applied weather membrane materials. Usefulliquid applied weather membrane materials include, but are not limitedto, WeatherSeal® by Parex of Anaheim, Calif. (a 100% acrylic elastomericwaterproof membrane and air barrier which can be applied by rolling,brushing, or spraying) or Senershield® by BASF (a one-componentfluid-applied vapor impermeable air/water-resistive barrier that is bothwaterproof and resilient) available at most building supply stores. In aanother disclosed embodiment, the layer of mesh/lath 26 is not laminatedto the foam insulating panel 16 at all. The cementetious material fromthe exterior non-structural wythe 14 will then encapsulate and bondaround the layer of mesh/lath 26 and to the exterior surface 20 of thefoam insulating panel 16.

Use of the present invention will now be considered. It is anticipatedthat the insulated concrete panel 10 will be preassembled at a remotelocation and then transported to a job site. The composite insulatedconcrete panel 10 is constructed offsite by first assembling the foaminsulating panel 16, layer of mesh/lath 26 and either the anchor member28 (FIGS. 2-7), the anchor member 100 (FIGS. 8-14) or the panel anchormember/locking cap assembly 200 (FIGS. 15-18) disclosed in co-pendingpatent application Ser. No. 13/247,256, as described above, andoptionally one of the layer of the radiant heat reflective material 22,24, or both. Although any of the anchor members 28, 100 or the panelanchor member/locking cap assembly 200, 202 disclosed in co-pendingpatent application Ser. No. 13/247,256 can be used equally well in thepresent invention, the invention well be described further below onlywith respect to the panel anchor member/locking cap assembly 200, 202disclosed in co-pending patent application Ser. No. 13/247,256 and shownin FIGS. 15-18.

As can be seen in FIGS. 1, 19, 22 and 23, the dimensions of the layer ofmesh/lath 26 are larger than that of the foam insulating panel 16. Thelayer of mesh/lath 26 is sized and shaped such that the layer ofmesh/lath covers both the exterior surface 20 of the foam insulatingpanel 16 and the four peripheral edges 300, 302, 304, 306 of the foaminsulating panel (FIGS. 1, 19, 22 and 23).

The precast concrete panel 10 in accordance with the present inventioncan be cast in either a horizontal or a vertical position. However, thepresent embodiment will describe a horizontal casting procedure. Thefoam insulating panel 16 is placed on a flat, horizontal casting surface316, such as on level ground, on a concrete slab or preferably on acasting table. The foam insulating panel 16 is placed on the castingsurface 316 so that the layer of mesh/lath 26 is adjacent the castingsurface. Then, a conventional wood or metal form is constructed aroundthe peripheral edges 300-306 of the foam insulating panel 16 such thatthe form is larger than the foam insulating panel. Specifically, asshown in FIGS. 19-21, a longitudinal form member 318 is disposedadjacent the right longitudinal edge of the foam insulating panel 16,but spaced therefrom. A transverse form member 320 is disposed adjacentthe upper transverse exterior edge of the foam insulating panel 16, butspaced therefrom. A longitudinal form member 322 is disposed adjacentthe left longitudinal exterior edge of the foam insulating panel 16, butspaced therefrom. And, a transverse form member 324 is disposed adjacentthe lower transverse exterior edge of the foam insulating panel 16, butspaced therefrom. The distance that the side frame members 318-324 arespaced from the foam insulating panel 16 is any desired thickness neededfor the structural integrity of the interior structural wythe 12, but itwould generally be equal or less than the thickness of the interiorconcrete wythes and as thin as the exterior concrete wythe. The sideform members 318-324 are joined together in a manner well known in theart. Although this embodiment has been disclosed as placing the foaminsulating panel 16 on the casting surface 316 and then constructing theside form members 318-324, the present invention also contemplates usingstandardized concrete forming tables or constructing the side formmembers 318-324 first and then placing the foam insulating panel 16within the side form members. The height of the side form members318-324 is selected such that it is equal to the thickness of the foaminsulating panel 16 and the layer of mesh/lath 26 plus the desiredthickness of the interior structural wythe 12. For example, if the foaminsulating panel 16 and layer of mesh/lath 26 are four inches thick andthe thickness of the interior structural wythe 12 is to be four inchesthick, the side form members 318-324 will be 8 inches high.

If the anchor member/locking caps assemblies 200, 202 are used, eachincludes a C-shaped clamping member 218. The clamping member is sizedand shaped as a rebar chair to receive and retain an elongate roundsteel rebar, such as the rebar 220 (FIGS. 15-18), in the mannerdisclosed in applicant's co-pending patent application Ser. No.13/247,256 filed Sep. 28, 2011 (the disclosure of which is incorporatedherein by reference in its entirety). Thus, aligned rows of anchormember/locking caps assemblies 200, 202 provide aligned rows of clampingmembers, such that additional rows of rebar parallel to the rebar 220 ofa desired length can be attached to the rows of anchor member/lockingcaps assemblies. Crossing columns of rebar, such as the rebar 222 (FIGS.15-18), are laid on top of the rows of rebar, such as the rebar 220, toform a conventional rebar grid. Where the columns and rows of rebarintersect, such as the rebar 220, 222, the rebar can be tied togetherwith wire ties (not shown) in any conventional manner known in the art.The anchor member/locking caps assemblies 200, 202 are designed suchthat the distance from the flange 212 to the C-shaped clamping member218 positions the rebar at approximately the mid-point of the thicknessof the interior structural wythe 12. Thus, the anchor member/lockingcaps assemblies 200, 202 automatically position the rebar grid at theproper depth for the interior structural wythe 12 being constructed, asrequired by structural design calculations. If either of the anchormembers 28, 100 is used, the rebar grid can be constructed in anyconventional manner known in the art. Alternatively, welded wire orwelded wire mesh (not shown) can be used instead of the rebar griddepending on design requirements. In another disclosed embodiment, therebar grid can be replaced by wire mesh or carbon fiber mesh, such asmade by Chromarat, Anderson, S.C. and sold under the trade name C-Grid.Any other type of concrete reinforcing lath or mesh can be used asdeemed suitable for providing concrete reinforcement based on designrequirements.

After the rebar grid is constructed, plastic concrete 330 is placed ontop of the interior surface 20 of the foam insulating panel 16 andwithin the side form members 318-324 (FIGS. 15, 16, 19-22). Sufficientplastic concrete 330 is placed in the form such that the plasticconcrete in the form reaches the top 332 of the side form members318-324 (FIGS. 20-21). Embeds and/or inserts are placed in the plasticconcrete 330 as needed or desired. For example, FIG. 20 shows twolifting hooks 334, 336 and two embeds 338, 340 in the concrete 330. Thetop surface 342 of the plastic concrete 330 is then finished in anydesired conventional manner, such as by troweling, or to provide othertypes of architectural finishes or patterns (FIGS. 19-21).

After the plastic concrete 330 in the form has been finished, aninsulating material 344 optionally is placed on the top 332 of the sideform members 318-324 and the top surface 342 of the finished plasticconcrete 330, as shown in FIGS. 19-21. The insulating material 344 canbe made from the same material as the foam insulating panel 16, but ispreferably a concrete insulating blanket, an electrically heatedconcrete insulating blanket or an electrically heated concrete form. Ifthe insulating material 344 is made from polystyrene, it preferably isat least 0.5 inches thick; more preferably at least 1 inch thick,especially at least 2 inches thick; more especially at least 3 inchesthick; most especially, at least 4 inches thick. If the insulatingmaterial 344 is made from expanded polystyrene foam, it preferably isapproximately 0.5 inches thick; preferably approximately 1 inch thick;more preferably approximately 2 inches thick; especially approximately 3inches thick; most especially approximately 4 inches thick. If theinsulating material 344 is made from a material other than polystyrene,it should have insulating properties equivalent to at least 0.5 inchesof expanded polystyrene foam; preferably approximately 1 inch toapproximately 8 inches of expanded polystyrene foam; more preferably atleast 1 inch of expanded polystyrene foam; especially at least 2 inchesof expanded polystyrene foam; more especially at least 3 inches ofexpanded polystyrene foam; most especially, at least 4 inches ofexpanded polystyrene foam. If the insulating material 344 is made from amaterial other than expanded polystyrene foam, it should have insulatingproperties equivalent to approximately 0.5 inch thick of expandedpolystyrene; approximately 1 inch thick; preferably approximately 2inches thick; especially approximately 3 inches thick; most especiallyapproximately 4 inches thick. Expanded polystyrene foam has an R-valueof approximately 4 to 5 per inch thickness. Therefore, the insulatingmaterial 344 should have an R-value of greater than 1.5, greater than 4,preferably greater than 10, more preferably greater than 15, especiallygreater than 20. The insulating material 344 preferably has an R-valueof approximately 5 to approximately 40; more preferably betweenapproximately 10 to approximately 40; especially approximately 15 toapproximately 40; more especially approximately 20 to approximately 40.The insulating material 344 preferably has an R-value of approximately5, more preferably approximately 10, especially approximately 15, mostpreferably approximately 20.

If the insulating material 344 is an electrically heated concreteblanket or an electrically heated concrete form, it should be designedand operated in the same manner as the electrically heated blanket andthe electrically heated concrete form disclosed in applicant'sco-pending patent application entitled “Method For ElectronicTemperature Controlled Curing Of Concrete, Precast Concrete StructuresAnd Objects And Apparatus For Same,” Ser. No. ______ filedcontemporaneously herewith (the disclosure of which is incorporatedherein by reference in its entirety). Thus, if an electrically heatedconcrete blanket or an electrically heated concrete form is used for theinsulating material 344, the interior structural wythe 12 is preferablycured according to a predetermined temperature profile, in the mannerdisclosed in applicant's co-pending patent application entitled “MethodFor Electronic Temperature Controlled Curing Of Concrete, PrecastConcrete Structures And Objects And Apparatus For Same,” Ser. No. ______filed contemporaneously herewith (the disclosure of which isincorporated herein by reference in its entirety).

The insulating material 344 can also be made from a refractoryinsulating material, such as a refractory blanket or a refractory board.Refractory insulating material is typically used to line hightemperature furnaces or to insulate high temperature pipes. Refractoryinsulating material is typically made from ceramic fibers made frommaterials including, but not limited to, silica, silicon carbide,alumina, aluminum silicate, aluminum oxide, zirconia, calcium silicate;glass fibers, mineral wool fibers, and fireclay. Refractory insulatingmaterial is commercially available in bulk fiber, foam, blanket, board,felt and paper form. Refractory insulation is commercially available inblanket form as Fiberfrax Durablanket® insulation blanket from Unifrax ILLC, Niagara Falls, N.Y., USA and RSI4-Blank and RSI8-Blank fromRefractory Specialties Incorporated, Sebring, Ohio, USA. Refractoryinsulation is commercially available in board form as Duraboard® fromUnifrax I LLC, Niagara Falls, N.Y., USA and CS85, Marinite and Transiteboards from BNZ Materials Inc., Littleton, Colo., USA. The refractoryinsulating material can be any thickness that provides the desiredinsulating properties, as set forth above. There is no upper limit onthe thickness of the refractory insulating material; this is usuallydictated by economics and ease of handling. However, refractoryinsulating material useful in the present invention can range from 1/32inch to approximately 2 inches.

The objective of the foregoing embodiments of the present invention isoptionally to insulate the plastic concrete 330 as completely aspossible; i.e., on all sides. As can be seen in FIGS. 20 and 21, theplastic concrete 330 is insulated on both the top and the bottom and onall sides. Thus, the plastic concrete 330 is completely encased orsurrounded in insulating material by the foam insulating panel 16 andthe insulating material 344. Of course, for certain applications, it maybe desirable to omit the use of the insulating material 344. This is tocure the concrete according to the curing methods described in theapplicant's provisional patent application Ser. No. 61/558,467 filedNov. 11, 2011 and applicant's co-pending patent application entitled“Concrete Mix Composition, Mortar Mix Composition and Method of Makingand Curing Concrete or Mortar and Concrete or Mortar Objects andStructures,” Ser. No. ______, filed contemporaneously herewith (thedisclosure of which are both incorporated herein by reference), forimproved concrete performance and for use with all the other types ofconcrete mixes described in said applications.

The uncured concrete 330 is kept in the form for a time sufficient forthe concrete to achieve sufficient strength, such as sufficientcompressive strength, so that the partially cured concrete panel can beinverted without breaking, suffering structural damage or cracking. Thetime necessary for the uncured concrete 330 to achieve a desired amountor degree of cure will vary depending on many factors, including thetype of concrete mix used, ambient temperatures, thickness of theconcrete, and the like. However, the uncured concrete 330 will generallyachieve sufficient strength within approximately four hours to sevendays. By using the insulating material 344 (or electrically heatedinsulating blanket or electrically heated concrete form) in accordancewith the present invention, the uncured concrete 330 in the form willcure faster and will achieve early strength more quickly than prior artsystems. The insulating material 344 (or electrically heated insulatingblanket or electrically heated concrete form) in accordance with thepresent invention also results in less plastic concrete shrinkage,thereby reducing cracking of the finished concrete. These benefits makethe precast concrete panel in accordance with the present inventionstronger and allow the panel to be inverted earlier than prior artsystems. By retaining the water in the concrete mix within the insulatedconcrete form and since that space is insulated by the insulatingmaterial 344 and the foam insulating panel 16, the heat of hydration ofthe curing concrete is retained within the insulated concrete form andsufficient water is present such that the concrete will achieve itsmaximum potential strength faster, thereby producing stronger concrete(in terms of both early strength and ultimate strength).

After the uncured concrete 330 has achieved a desired amount or degreeof cure, the insulating material 344 is removed, if present, and theside form members 318-324 are removed (FIGS. 22 and 23). Since theconcrete 330 is at lease partially cured, the panel anchor members, suchas the panel anchor members 28, 100 or the panel anchor member 200, aresecurely anchored in the concrete 330. The foam insulating panel 16 istherefore securely attached to the interior structural wythe 12, both bythe panel anchors members 28, 100, 200 and by an adhesive bond betweenthe interior surface 18 of the foam insulating panel and interiorstructural wythe 12; i.e., as the uncured concrete 330 cures, it forms astrong adhesive bond with the interior surface 18 of the foam insulatingpanel 16. Thus, the interior structural wythe 12 is both mechanicallyattached to the foam insulating panel 16 by the panel anchor members 28,100, 200 and physically attached by the adhesive bond of the concreteacross the entire surface 18 of the foam insulating panel. This largesurface area provides a substantial and strong connection between thefoam insulating panel 16 and the interior structural wythe 12. If alayer of radiant heat reflective material 22 is used on the interiorsurface 18 of the foam insulating panel 16, as shown in FIGS. 6-7 and13-14, the layer of radiant heat reflective material is optionally, butpreferably, perforated so that plastic concrete 330 can at leastpartially penetrate through the layer of heat reflective material andform an adhesive bond between the foam insulating panel 16 and theinterior structural wythe 12.

Precast plants make use of steam curing rooms. In one disclosedembodiment, the insulating material 344 can be kept in place for only asufficient amount of time for the concrete to achieve the necessaryamount of hardness before it can be stripped from the form or mold andmoved into a conventional steam curing room. Since there is no bondbetween the bottom of the foam panel and the casting surface (table) itsits on, the concrete panel can be easily moved and stored on shelves ina steam curing room until it has achieved the necessary hydration andstrength. Since only the side forms elements have to be stripped fromthe entire concrete assembly, it can easily be moved on a conveyor beltsystem from the casting area into the steam curing area. The casting andcuring area can be efficiently integrated with a conveyor, delivery andsteam curing storage area.

When uncured concrete 330 is cured it becomes the interior concreteWhyte 12. Thus, when the interior concrete wythe 12 has achievedsufficient strength, the panel 10 is then inverted so that the interiorstructural wythe 12 is resting on the casting surface 316 and the layerof mesh/lath 26 is facing upward, as shown in FIGS. 24-26. The concretepanel 10 is inverted using techniques and apparatus that are well knownin the art.

The exterior non-structural wythe 14 is then applied by various means,such as by spraying, hand troweling, dry casting, wet casting or byextrusion to the necessary thickness, depending on the material and thethickness of the exterior non-structural wythe. The exteriornon-structural wythe 14 can be made of conventional concrete, mortar,stucco, synthetic stucco, plaster or any other cementitious material,cementitious polymer modified material or polymer coatings. It can bepainted or have an integrated color pigment and/or it can have any typeof architectural texture or color finish. To provide greater flexuralstrength and impact resistance, a particularly preferred material ispolymer modified concrete, cement plaster, geopolymer or mortar. Polymermodified concrete, cement plaster, geopolymer or mortar is known in theart and comprises a conventional concrete, plaster or mortar mix towhich a polymer is added in a polymer to cement ratio of 0% to 25% byweight, preferably approximately 5% to approximately 20% by weight.Polymers suitable for addition to concrete, plaster or mortar mixes comein many different types: thermoplastic polymers, thermosetting polymers,elastomeric polymers, latex polymers and redispersible polymer powders.Latex polymers can be classified as thermoplastic polymers orelastomeric polymers. Latex thermoplastic polymers include, but are notlimited to, poly(styrene-butyl acrylate); vinyl acetate-type copolymers;e.g., poly(ethyl-vinyl acetate) (EVA); polyacrylic ester (PAE);polyvinyl acetate (PVAC); and polyvinylidene chloride (PVDC). Latexelastomeric polymers include, but are not limited to, styrene-butadienerubber (SBR); nitrile butadiene rubber (NBR); natural rubber (NR);polychloroprene rubber (CR) or Neoprene; polyvinyl alcohol; and methylcellulose. Redispersible polymer powders can also be classified asthermoplastic polymers or elastomeric polymers. Redispersiblethermoplastic polymer powders include, but are not limited to,polyacrylic ester (PAE); e.g., poly(methyl methacrylate-butyl acrylate);poly(styrene-acrylic ester) (SAE); poly(vinyl acetate-vinyl versatate)(VA/VeoVa); and poly(ethylene-vinyl acetate) (EVA). Redispersibleelastomeric polymer powders include, but are not limited to,styrene-butadiene rubber (SBR). Preferred polymers for modifying theconcrete, plaster or mortar mixes of the present invention arepolycarboxylates. A particularly preferred polymer modified concrete,plaster or mortar for use as the exterior non-structural wythe 14 isdisclosed in U.S. Pat. No. 7,714,058 (the disclosure of which isincorporated herein by reference in its entirety). Geopolymers aregenerally formed by reaction of an aluminosilicate powder with analkaline silicate solution at roughly ambient conditions. Metakaolin isa commonly used starting material for synthesis of geopolymers, and isgenerated by thermal activation of kaolinite clay. Geopolymers can alsobe made from sources of pozzolanic materials, such as lava, fly ash fromcoal, slag, rice husk ash and combinations thereof.

For relatively thin exterior non-structural wythes 14 made fromrelatively light material, such a polymer, for example an acrylicpolymer base coat; polymer modified concrete; cement plaster; geopolymeror mortar, the exterior non-structural wythe can be applied with thepanel 10 in a vertical orientation. This can be done by raising theinterior structural wythe 12 and attached foam insulating panel 16, suchas shown in FIGS. 22 and 23, to a vertical orientation. The exteriornon-structural wythes 14 can then be applied to the exterior surface 20of the foam insulating panel 16 and the layer of mesh/lath 26 by anysuitable method, such as by spraying, by hand troweling or by extrusion.For example, a polymer, for example an acrylic polymer base coat;polymer modified concrete; cement plaster; geopolymer or mortar isapplied to the exterior surface 20 of the foam insulating panel 16 andthe layer of mesh/lath 26 by spraying to a desired thickness, such asapproximately V8 inch to approximately 2 inches; preferablyapproximately ⅛, preferably approximately ¼ inch, preferablyapproximately 0.5 inches, preferably approximately 0.75 inches,preferably approximately 1 inch, preferably approximately 1.25 inches,preferably approximately 1.5 inches, preferably approximately 1.75inches and preferably approximately 2 inches. The polymer modifiedconcrete, cement plaster, geopolymer or mortar is preferably applied tothe exterior surface 20 of the foam insulating panel 16 and the layer ofmesh/lath 26 by extrusion to a desired thickness, preferablyapproximately V8 inch to approximately 1.75 inches. Other suitablecoatings for use as the thin exterior non-structural wythes 14 include,but are not limited to, a cementitious or an acrylic EIFS base coat,such as Parex 121 base coat mixed with portland cement (or dry bagversion); a 100% acrylic polymer base coat, such as Parex ABC-N1 basecoat; a color integrated acrylic finish coat, such as Parex DPR acrylicfinish coat; a multicolor finish made of colored beads mixed with aclear polymer binder, such as Parex Cerastone or any type of finishcoating, such as Parex Specialty finishes.

The sprayed or extruded polymer, polymer modified concrete, cementplaster, geopolymer or mortar on the foam insulating panel 16 and thelayer of mesh/lath 26 is then smoothed with a hand trowel to form aneven, smooth surface for the exterior non-structural wythe 14 or left init's natural extrusion state. The exterior non-structural wythe 14 isthen allowed to cure sufficiently so that the panel 10 can be movedwithout causing cracking or damage to the exterior non-structural wythe14. If acceleration of the curing process is desired or needed, theexterior non-structural wythe 14 is wrapped with insulating material, asdescribed above. Alternatively, the exterior non-structural wythe 14 isenclosed by an electrically heated concrete blanket or by anelectrically heated concrete form and the exterior non-structural wytheis cured according to a predetermined temperature profile, in the mannerdisclosed in applicant's co-pending patent application entitled “MethodFor Electronic Temperature Controlled Curing Of Concrete, PrecastConcrete Structures And Objects And Apparatus For Same,” Ser. No. ______filed contemporaneously herewith (the disclosure of which isincorporated herein by reference in its entirety). Similarly, the entireassembly can be placed inside a steam curing room, as previouslydescribed.

If a thicker and/or heavier coating or material is used for the exteriornon-structural wythe 14, the panel 10 is then inverted from the positionshown in FIGS. 19-23 to the position shown in FIGS. 24-27, so that theinterior structural wythe 12 is resting on the casting surface 316 andthe mesh/lath 26 is facing upward, as shown in FIG. 24. The concretepanel 10 is inverted using techniques and apparatus that are well knownin the art.

New side form members are then constructed around the concrete panel 10.As shown in FIGS. 24-26, the side form members comprise a longitudinalform member 346 is disposed adjacent the right longitudinal edge 348 ofthe interior structural wythe 12. A transverse form member 350 isdisposed adjacent the upper transverse exterior edge 352 of the interiorstructural wythe 12. A longitudinal form member 354 is disposed adjacentthe left longitudinal exterior edge 356 of the interior structural wythe12. And, a transverse form member 358 is disposed adjacent the lowertransverse exterior edge 360 of the interior structural wythe 12. Theside form members 346, 350, 354, 358 are joined together in a mannerwell known in the art. The side form members 346, 350, 354, 358 are of aheight greater than the thickness of the interior structural wythe 12,the foam insulating panel 16, the layer of mesh/lath 20, and the radiantheat reflective material 24, if used. Thus, when plastic concrete 362(or other materials as described above) is placed on the foam insulatingpanel 16, sufficient plastic concrete is placed in the form such thatthe plastic concrete reaches the top 364 of the side form members 346,350, 354, 358. The plastic concrete 362 also permeates the layer ofmesh/lath 26. Since the layer of mesh/lath 26 is held in place by theanchor member 28, 100 or by the anchor member/locking cap assembly 200,202, the concrete 362 will be held in place by the layer of mesh/lath.Also, since the plastic concrete 362 permeates the layer of mesh/lath26, there is also adhesion between the plastic concrete (after it hascured and becomes the exterior non-structural wythe 14) and the foaminsulating panel 16, as described above. If the radiant heat reflectivematerial 24 is used, it may be desirable to perforate the radiant heatreflective material so that the plastic concrete 362 at least partiallypenetrates the radiant heat reflective material 24 thereby providing anadhesive bond between the exterior non-structural wythe 14 and the foaminsulating panel 16. The top surface 366 of the plastic concrete 362 isthen finished in any desired conventional manner, such as by troweling,or to provide other types of architectural finishes or patterns.Similarly, the exterior non-structural wythe's 14 surface 366 can beacid washed, or finished by any other known method, to expose theaggregate in the same fashion as conventional architectural precastpanels know in the art to provide a desired textured effect.

The thickness of the concrete 362, which forms the exteriornon-structural wythe 14, is thinner than the interior structural wythe12 (concrete 230). The exterior non-structural wythe 14 is less than 50%the thickness of the interior structural wythe 12; preferably, less than25% the thickness of the interior structural wythe; more preferably,less than 10% the thickness of the interior structural wythe; mostpreferably, less than 5% the thickness of the interior structural wythe.The exterior non-structural wythe 14 preferably has a thickness of about0.125 inches to less than 2 inches. Specifically, the interiorstructural wythe 12 can be about 2 inches thick, about 3 inches thick,about 4 inches thick, about 5 inches thick, about 6 inches thick, about7 inches thick, or about 8 inches thick. The exterior non-structuralwythe 14 preferably has a thickness of about 0.125 inches to less than 2inches. Specifically, the exterior non-structural wythe 14 can be about0.125 inches thick, about 0.25 inches thick, about 0.5 inches thick,about 0.75 inches thick, about 1 inches thick, about 1.25 inches thick,about 1.5 inches thick, or about 1.75 inches thick. Since the exteriornon-structural wythe 14 is much thinner than the interior structuralwythe 12, the overall weight of the insulated concrete panel 10 is muchless than conventional concrete panels. It also eliminates the need forstrong ties between the interior and exterior wythes, such as requiredin the T-Mass and the Carboncast concrete panels. By using a relativelythin, lightweight layer for the exterior non-structural wythe 12, a bondbreaker between the foam insulating panel 16 and each concrete layer 12,14 is not required. In fact, it is specifically contemplated as a partof the present invention that an adhesive bond is formed between theinterior structural wythe 12 and the foam insulating panel 16 and theexterior non-structural wythe 14 and the foam insulating panel. Also,the bond between both the interior and exterior wythes 12, 14 and thefoam insulating panel 16, in conjunction with the mechanical connectionprovided by the anchor members 28, 100, 200 and the layer of mesh/lath26, which connects the interior and exterior wythes, create a muchstronger composite panel. Furthermore, since the exterior wythe 14 is sothin, the thermal mass is relatively small which makes the overallenergy efficiency of the composite insulated concrete panel 10 fargreater than prior art concrete panels. Furthermore, if the anchormember 100 is used, the notch 118 becomes embedded in the exteriornon-structural wythe 14, thereby providing a strong mechanicalconnection between the interior and exterior wythes 12, 14 and the foaminsulating panel 16. Also, by using the polymer modified concrete,cement plaster, geopolymer or mortar, the exterior non-structural Whyte14 can have far greater flexural strength without developing cracks ordamage. Use of polymer modified concrete, polymer modified cementplaster, geopolymer or mortar withstands far greater flexural stresses,and it eliminates the internal reinforcing and pre-stressed cablesassociated with the other types of sandwich panels. Yet another benefitof using a polymer modified concrete, polymer modified cement plaster,polymer modified stucco, geopolymer or mortar is the alkalinity of thecementitious material is reduced compared to conventional concrete whichallows for use of lath and meshes made from various mineral or syntheticfibers as reinforcement for the exterior architectural thinnon-structural Whyte 14. All of the foregoing effectively reduces thethickness of the exterior wythe to a minimum possible thickness, asrequired by specific applications and budgets.

After the plastic concrete 362 in the form has been finished, aninsulating material 344 optionally is placed on the top 364 of the sideform members 346, 350, 354, 358 and the top surface 366 of the finishedplastic concrete 362, as shown in FIGS. 24-26. Thus, if an electricallyheated concrete blanket or an electrically heated concrete form is usedfor the insulating material 344, the exterior non-structural wythe 14(concrete 362) is preferably cured according to a predeterminedtemperature profile, in the manner disclosed in applicant's co-pendingpatent application entitled “Method For Electronic TemperatureControlled Curing Of Concrete, Precast Concrete Structures And ObjectsAnd Apparatus For Same,” Ser. No. ______ filed contemporaneouslyherewith (the disclosure of which is incorporated herein by reference inits entirety). The concrete 362 is kept in the form (if cast) for a timesufficient for the concrete to achieve a desired amount of cure. If theconcrete 362 is sprayed, hand troweled or extruded, then no form isnecessary. When sprayed, hand troweled or extruded, the panel can behorizontal or vertical depending on available space and preference. Ifother types of materials are used, such as polymer modified concrete,polymer modified cement plaster, polymer modified stucco, acrylic basecoat and finishes, geopolymer or mortar or polymers, there may be noneed to keep the material under the insulating material 344. The timenecessary for the polymer modified concrete, polymer modified cementplaster, geopolymer or mortar 362 to achieve a desired amount or degreeof cure will vary depending on many factors, including the materialused, the type of concrete mix used, ambient temperatures, thickness ofthe concrete, and the like. However, the concrete 362 will generallyachieve sufficient strength within approximately one hour to seven days.By using the insulating material 344 (or the electrically heatedinsulating blanket or electrically heated form) in accordance with thepresent invention, the concrete, plaster or mortar in the form will setfaster and hydrate faster and will achieve early concrete, plaster ormortar strength more quickly than prior art systems. The electricallyheated blanket or electrically heated form in accordance with thepresent invention also results in less plastic concrete, plaster ormortar shrinkage, thereby reducing cracking of the finished concrete,plaster or mortar. Using a steam curing room has a similar effect on thecuring of the polymer modified concrete, cement plaster, geopolymer ormortar as any of the other enhanced curing systems and methods mentionedabove. These benefits make the precast concrete panel in accordance withthe present invention stronger and allow the panel to be used earlierthan prior art systems. By retaining the water in the concrete mixwithin the insulated concrete form and since that space is insulated bythe foam insulating panel 16 and insulating material 344, the heat ofhydration is retained within the insulated concrete form such that theconcrete, plaster or mortar mix will achieve its maximum potentialstrength and rigidity earlier and faster, thereby producing a strongerconcrete in-fill panel.

After the concrete 362 has achieved a desired amount or degree of cure,the insulating material 344 is removed, if present, and the side formmembers 346, 350, 354, 358 are removed, if present, as shown in FIGS.27-28. The concrete panel 10 is then ready to use.

In an alternative disclosed embodiment (FIGS. 29-30), the concrete panel10 is constructed as described above with respect to FIGS. 19-28;however, the interior structural wythe 12 is made from a single layer ofconcrete, polymer modified concrete, polymer modified cement plaster,stucco, geopolymer or mortar and the exterior non-structural wythe 14 isformed from two layers of polymer modified concrete, plaster or mortar(FIG. 30). A first layer 400 of polymer modified concrete, plaster ormortar is applied to the exterior surface 20 of the foam insulatingpanel 16 and layer of mesh/lath 26, if present, in the manner describedabove. This first layer 400 of polymer modified concrete, polymermodified plaster or mortar can be applied by any suitable method, suchas by spraying, hand trowelling or by extrusion. This first layer 400 ofpolymer modified concrete, plaster or mortar preferably has a thicknessof approximately V8 inch to approximately 1 inch, most preferablyapproximately 0.25 inches to approximately 0.5 inches. A second layer402 of polymer modified concrete, plaster or mortar is then selectivelyapplied to the first layer 400 of polymer modified concrete, plaster ormortar. The second layer 402 of polymer modified concrete, plaster ormortar is preferably applied to the first layer 400 of polymer modifiedconcrete, plaster or mortar by spraying. The second layer 402 of polymermodified concrete, plaster or mortar is preferably selectively appliedto the first layer 400 of polymer modified concrete, plaster or mortarby applying a mask or template 404 to the first layer 400 of polymermodified concrete, plaster or mortar before the second layer 402 ofpolymer modified concrete, plaster or mortar is applied thereto. Themask or template 404 (FIG. 29) allows the second layer 402 of polymermodified concrete, plaster or mortar to be applied to desired portionsof the first layer 400 of polymer modified concrete, plaster or mortarand not to other portions of the first layer of polymer modifiedconcrete, plaster or mortar. The mask or template 404 is therefore madein a desired pattern or shape. For example, a mask or template 404 for asimulated brick wall would have openings 406 where the simulated brickis to be formed and solid material 408 where the mortar joints betweenadjacent brick are to be formed. After the second layer 402 of polymermodified concrete, plaster or mortar is selectively applied to the firstlayer 400 of polymer modified concrete, plaster or mortar, the mask ortemplate 404 is removed thereby leaving raised areas of the second layer402 of polymer modified concrete, plaster or mortar on selected portionsof the first layer of polymer modified concrete, plaster or mortar,which form simulated bricks and mortar joints (FIG. 30). Of course,different coloring agents can be included in the first and second layers400, 402 of polymer modified concrete, plaster or mortar to providecolor contrast between the two layers. For example, the first layer 400of polymer modified concrete, plaster or mortar can be colored beige orgray to simulate mortar joints and the second layer 402 of polymermodified concrete, plaster or mortar can be colored red to simulate redbrick. This second layer 402 of polymer modified concrete, plaster ormortar preferably has a thickness of approximately V8 inch toapproximately 1 inch, most preferably approximately 0.25 inches toapproximately 0.5 inches. This method of forming a desired raisedpattern of brick, tile or stone on the exterior non-structural wythe 14is a relatively inexpensive and a relatively lightweight way to form anin-fill concrete panel having a desired pattern or shape, such assimulated brick, limestone, granite, marble or the like thereon. Itshould be noted that if a panel anchor member, such as the panel anchormember 200, is used the flange 216 should be embedded in the first layer400 of polymer modified concrete, polymer modified cement plaster,stucco, geopolymer or mortar, but not in the second layer 402 of polymermodified concrete, plaster or mortar (FIG. 30).

In an alternative disclosed embodiment, the composite insulated concretepanel is constructed as described above with respect to FIGS. 19-28;however, no panel anchor members, such as the panel anchor members 28,100 or the panel anchor member 200, are used and no layer of mesh/lath26 is used. The interior structural wythe 12 is formed directly on theinterior primary surface 18 of the foam insulating panel 16, asdescribed above. As a part of the present invention, it has beendiscovered that the concrete, plaster or mortar from which the interiorstructural wythe 12 forms a sufficiently strong adhesive bond with thefoam insulating panel that it can support the weight of the foaminsulating panel and exterior non-structural wythe 14 without the panelanchor members, such as the panel anchor members 28, 100 or the panelanchor member 200, and without the layer of mesh/lath 26. Furthermore,the exterior non-structural wythe 14 also forms a sufficiently strongadhesive bond with the foam insulating panel 16 that it can support theweight of the exterior non-structural wythe. This is particularly truewhen the exterior non-structural wythe 14 is made from a polymermodified concrete, polymer modified cement plaster, geopolymer ormortar, as described above, and the thickness of the exteriornon-structural wythe is not more than 2 inches, preferably not more than1 inch, most preferably approximately 0.25 inches to approximately 0.5inches. Additionally, it is preferred that the concrete, plaster ormortar mix from which the exterior non-structural wythe 14 is madeinclude slag cement, or slag cement and fly ash, and reduced amounts ofportland cement, or elimination of portland cement, as described below.Also, it is preferred that the interior structural wythe 12 be curedusing the insulating material 344 (or heated concrete blanket or heatedconcrete form), as described above, or in a steam curing room. It isespecially preferred that the interior structural wythe 12 be cured inaccordance with a predetermined temperature profile, as described above.

In FIGS. 31-34 there is shown an alternate disclosed embodiment of thepanel anchor member 500. The panel anchor member 500 can be used in thesame manner as the panel anchor member 28 described above. The foaminsulating panel 16 includes a plurality of panel anchor members, suchas the panel anchor member 500.

Each panel anchor member 500 is preferably formed from a polymericmaterial, such as polyethylene, polypropylene, nylon, glass filledthermoplastics or the like. For particularly large or heavy structures,the panel anchor member 500 is preferably formed from glass fillednylon. The panel anchor member 500 can be formed by any suitableprocess, such as by injection molding or pultrusion.

Each panel anchor member 500 includes an elongate panel-penetratingportion 502 and a flange 504 at an end of the panel-penetrating portion.The flange 504 can be any suitable shape, such as square, oval or thelike, but in this embodiment is shown as circular. The flange 504prevents the panel anchor member 500 from pulling out of the foaminsulating panel 16. The flange 504 also traps the layer of mesh/lath 26between it and exterior surface 20 the foam insulating panel 16, therebyattaching the layer of mesh/lath to the foam insulating panel. Thepanel-penetrating portion 502 can be any suitable cross-sectional shape,such as square, round, oval or the like, but in this embodiment is shownas having a generally plus sign (“+”) cross-sectional shape. Thepanel-penetrating portion 502 comprises four leg members 506, 508, 510,512 (FIGS. 31-35) extending radially outwardly from a central coremember 514. The plus sign (“+”) cross-sectional shape of thepanel-penetrating portion 502 prevents the panel anchor member 500 fromrotating around its longitudinal axis during concrete placement. Formedadjacent an end 516 of the panel anchor member 500 opposite the flange504 is a notch 518. The notch 518 is formed in each of the legs 506-512adjacent the end 516 of the panel anchor member 500. The notch 518 canbe any shape, such as triangular, round, oval or the like, but in thisembodiment is shown as having a generally rectangular shape (FIGS. 32and 33). On each of the legs 506-512 intermediate the flange 504 and thenotch 518 are a plurality of fins 520 projecting outwardly from each ofthe legs. The fins 520 can be any suitable shape, such as round, but inthis embodiment are shown as generally rectangular and flaring outwardlyfrom the legs 506-512 toward the flange 504. The fins 520 help retainthe panel anchor member 500 after it is inserted in the foam insulatingpanel 16. This prevents the panel anchor member 500 from falling out ofthe foam insulating panel 16 during transportation and setup. Each ofthe legs 506, 510 includes a U-shaped cutout 522 adjacent the end 516 ofthe panel anchor member 500. The U-shaped cutout 522 is designed andadapted to receive and hold a thin or small gauge rebar or wire mesh forreinforcing the interior structural wythe 12.

In FIGS. 37-42 there is shown an alternate disclosed embodiment of thepanel anchor member 600. The panel anchor member 600 can be used in thesame manner as the panel anchor member 28 described above. The foaminsulating panel 16 includes a plurality of panel anchor members, suchas the panel anchor member 600. Each panel anchor member 600 ispreferably formed from a polymeric material, such as polyethylene,polypropylene, nylon, acrylonitrile-butadiene-styrene (ABS), glassfilled thermoplastics or the like. For particularly large or heavystructures, the panel anchor member 600 is preferably formed from glassor mineral fiber filled thermoplastics, such as nylon. The panel anchormember 600 can be formed by any suitable process, such as by injectionmolding or by pultrusion.

Each panel anchor member 600 includes an elongate panel-penetratingportion 602 and a flange 604 at an end of the panel-penetrating portion.The flange 604 can be any suitable shape, such as square, oval or thelike, but in this embodiment is shown as circular. The flange 604prevents the panel anchor member 600 from pulling out of the foaminsulating panel 16. The flange 604 also traps the layer of mesh/lath 26between it and exterior surface 20 the foam insulating panel 16, therebyattaching the layer of mesh/lath to the foam insulating panel. Thepanel-penetrating portion 602 can be any suitable cross-sectional shape,such as square, round, oval or the like, but in this embodiment is shownas having a generally “Y” cross-sectional shape. The panel-penetratingportion 502 comprises three leg members 606, 608, 610 (FIGS. 38-40)extending radially outwardly from a central core member 614. The “Y”cross-sectional shape of the panel-penetrating portion 602 prevents thepanel anchor member 600 from rotating around its longitudinal axisduring concrete placement. Formed adjacent an end 616 of the panelanchor member 600 opposite the flange 604 is a notch 618. The notch 618is formed in each of the legs 606-610 adjacent the end 616 of the panelanchor member 600. The notch 618 can be any shape, such as triangular,round, oval or the like, but in this embodiment is shown as having agenerally rectangular shape (FIG. 35). On each of the legs 606-610intermediate the flange 604 and the notch 618 are a plurality of fins620 projecting outwardly from the legs. The fins 620 can be any suitableshape, such as round, but in this embodiment are shown as generallyrectangular and flaring outwardly from the legs 606-610 toward theflange 604. The fins 620 help retain the panel anchor member 600 afterit is inserted in the foam insulating panel 16 (FIGS. 39 and 40). Thisprevents the panel anchor member 600 from falling out of the foaminsulating panel 16 during transportation and setup. Each of the legs606-610 includes a U-shaped cutout 622 adjacent the end 616 of the panelanchor member 600. The U-shaped cutout 622 is designed and adapted toreceive and hold a thin gauge rebar or wire mesh for reinforcing theinterior structural wythe 12.

Optionally, a concrete densifier can be applied to the exterior surface366 of the exterior non-structural wythe 14. Concrete densifiers arechemical applied to a concrete surface in order to fill pores, therebyincreasing surface density. Densifiers may use various carrying agentsto accomplish the hardening process, potassium, sodium, lithium, orother agents. Densifiers are usually applied to concrete as soon as itsets, for example after approximately 24 hours. Concrete densifiers arecommercially available from many sources including, but not limited to,Xtreme Hard from C.S. Desnifier, LLC, Deerfield Beach, Fla., USA; LiquidHard from W. R. Meadows, Inc., Hampshire, Ill., USA; Formula One fromL.M. Scofield Company, Douglasville, Ga., USA; and Surfhard (awater-based magnesium fluorosilicate solution that reacts chemicallywith alkaline materials in concrete to produce a more dense, durable,and chemically resistant) and EUCO Diamond Hard (a unique blend ofsiliconate and silicate polymer technology that penetrates deep intoconcrete surfaces and chemically reacts to produce an extremely denseand durable concrete) from The Euclid Chemical Company, Cleveland, Ohio,USA. Densifiers are usually in liquid form and can be applied to theexterior surface 366 of the exterior wythe 14 by any suitable means,such as by spraying.

It is specifically contemplated that architectural or decorativefeatures optionally can be included on the exterior surface 366 of theexterior non-structural wythe 14. Foam structures having architecturalor decorative designs (not shown) can be attached to the exteriorsurface 20 of the foam insulating panel 16 before the concrete, plaster,mortar or polymer modified concrete from which the exteriornon-structural wythe 14 is applied thereto. After such architectural ordecorative foam structures are attached to the exterior surface 20 ofthe foam insulating panel 16 (and to the mesh/lath 26, if present),concrete, plaster, mortar or polymer modified concrete can be applied tothe surface of the architectural or decorative foam structures and anyexposed exterior surface 20 of the foam insulating panel 16 so as toform a continuous contoured or decorative design for the exteriornon-structural wythe 14. When such architectural or decorative foamstructures are used, it is preferred that the concrete, plaster, mortaror polymer modified concrete be applied by spraying.

In FIG. 43 there is shown an alternate disclosed embodiment of theinterior structural wythe 12, as shown in FIGS. 15-16 and 22-23. Thereis shown the foam insulating panel 16, the panel anchor members 200,200′, the interior structural wythe 12 and the layer of mesh/layer 26.As stated above, the layer of mesh/lath 26 is captured between thelocking cap 202 and the exterior surface 20 of the foam insulating panel16 thereby holding the mesh/lath in place. As also stated above, thelayer of mesh/lath 26 is adhesively attached to the exterior surface 20of the foam insulating panel 16, such as with a 100% acrylic elastomericwaterproof membrane and air barrier. The layer of mesh/lath 26 thereforeprovides an excellent surface to which decorative or architecturalexterior finishes can be attached. As shown in FIG. 43, there is shown aplurality of thin bricks 700, 702, 704, 706 attached to the layer ofmesh/lath 26 on the exterior surface 20 of the foam insulating panel 16.The thin bricks 700-706 are attached to the layer of mesh/lath 26 by asuitable adhesive, such as thin set cement. The thin set cement isapplied to the layer of mesh/lath 26 in a conventional manner, such aswith a square-notched trowel, which makes ribbons of cement, such as708, 708′ and 708″. The thin bricks 700-706 are then set into the cementribbons, such as the ribbons 708-708″, so that they are adhered to thelayer of mesh/lath 26 and to the exterior surface 20 of the foaminsulating panel 16. The thin bricks 700-706 are arranged in a desiredpattern across the exterior surface 20 of the foam insulating panel 16,such as in rows and/or columns, or in another decorative pattern. As canalso be seen in FIG. 43, the thin bricks 700-706 also covers thewrap-around portion 710 of the interior structural wythe 12, therebyproviding a continuous, uninterrupted decorative covering of thin brickson the exterior surface of the insulated concrete infill panel 10. In aanother disclosed embodiment, the layer of mesh/lath 26 is notadhesively attached to the exterior surface 20 of the foam insulatingpanel 16 with an adhesive. In this case, the thin set adhesive willembed and surround the layer of mesh/lath 26 and bond the tile 700-706and layer of mesh/lath to the exterior surface 20 of the foam insulatingpanel 16. Of course, the space between adjacent thin bricks 700-706 canbe filled with grout or mortar 712 in a conventional manner. Althoughthe panel shown in FIG. 43 shows the use of thin bricks as thedecorative finish, it is specifically contemplated that other decorativefinishes can also be used; such as tile; stone veneer for examplemarble, granite, or limestone; metal panel facing and the like.

In FIG. 44 there is show a method for casting the lightweight compositeinsulated concrete infill panel 10 without having to invert the panel inorder to cure the cementitious-based materials from which it is made. Arectangular concrete form 800 is assembled on a casting surface (notshown), preferably a casting table, using the side form members 318-324.The casting surface can be insulated for an accelerated concrete curingprocess or it can be a conventional design. This concrete form is madeto the dimensions of the interior structural wythe 12 and the exteriornon-structural wythe 14 and of a depth equal to the thickness of thefinished insulated concrete infill panel 10. The cementitious-basedmaterial from which the exterior non-structural wythe 14 is made is thenplaced into the form 800 to a depth equal to the thickness of theexterior non-structural wythe 14. The foam insulating panel 16 is thenplaced on top of the uncured cementitious-based material from which theexterior non-structural wythe 14 is made such that the layer ofmesh/lath 26 of the exterior surface 20 of the foam insulating panelcontacts the uncured cementitious-based material and the exteriorsurface 18 faces up. The foam insulating panel 16 is placed in the form800 so that it is spaced from the side form members 318-324 an equaldistance on all four sides. The form 800 is then filled with thecementitious-based material from which the interior structural wythe 12is made; i.e., the cementitious-based material is placed on top of theexterior surface 18 of the foam insulating panel 16 and the on theexposed peripheral portion of the material from which exteriornon-structural wythe 14 is made. After the top surface 342 of thecementitious-based material is finished, such as by troweling, theinsulating material 344 is then optionally placed on top of the form 800and its contents. Preferably, the cementitious-based material in theform 800 is cured according to a predetermined temperature profile, asdescribed above. In another disclosed embodiment, the insulatingmaterial 344 is not used and the cementitious-based material in the form800 is cured under ambient conditions. In another disclosed embodiment,the insulating material 344 is not used and the cementitious-basedmaterial in the form 800 is steam cured in a manner known in the art.After the cementitious-based material in the form 800 achieves a desiredamount or degree of cure, the side form members 318-324 are removed andthe insulating material 344 is removed, if present. The finishedinsulated concrete panel 10 is then ready for use.

While the present invention can be used with conventional concretemixes; i.e., concrete in which portland cement is the only cementitiousmaterial used in the concrete, it is preferred as a part of the presentinvention to use the concrete, plaster or mortar mixes disclosed inapplicant's co-pending provisional patent application Ser. No.61/588,467 filed Nov. 11, 2011, a the patent application entitled“Concrete Mix Composition, Mortar Mix Composition and Method of Makingand Curing Concrete or Mortar and Concrete or Mortar Objects andStructures,” Ser. No. ______ filed contemporaneously herewith (thedisclosure of which are both incorporated herein by reference in theirentirety). Concrete is a composite material consisting of amineral-based hydraulic binder which acts to adhere mineral particulatestogether in a solid mass; those particulates may consist of coarseaggregate (rock or gravel), fine aggregate (natural sand or crushedfines), and/or unhydrated or unreacted cement. Specifically, theconcrete mix in accordance with the present invention comprisescementitious material, aggregate and water sufficient to at leastpartially hydrate the cementitious material. The amount of cementitiousmaterial used relative to the total weight of the concrete variesdepending on the application and/or the strength of the concretedesired. Generally speaking, however, the cementitious materialcomprises approximately 25% to approximately 40% by weight of the totalweight of the concrete, exclusive of the water, or 300 lbs/yd³ ofconcrete (177 kg/m³) to 1,100 lbs/yd³ of concrete (650 kg/m³) ofconcrete. The water-to-cementitious material ratio by weight is usuallyapproximately 0.25 to approximately 0.7. Relatively lowwater-to-cementitious material ratios lead to higher strength but lowerworkability, while relatively high water-to-cementitious material ratioslead to lower strength, but better workability. Aggregate usuallycomprises 70% to 80% by volume of the concrete. However, the relativeamount of cementitious material to aggregate to water is not a criticalfeature of the present invention; conventional amounts can be used.Nevertheless, sufficient cementitious material should be used to produceconcrete with an ultimate compressive strength of at least 1,000 psi,preferably at least 2,000 psi, more preferably at least 3,000 psi, mostpreferably at least 4,000 psi, especially up to about 10,000 psi ormore.

The aggregate used in the concrete used with the present invention isnot critical and can be any aggregate typically used in concreteincluding, but not limited to, aggregate meeting the requirements ofASTM C33. The aggregate that is used in the concrete depends on theapplication and/or the strength of the concrete desired. Such aggregateincludes, but is not limited to, fine aggregate, medium aggregate,coarse aggregate, sand, gravel, crushed stone, lightweight aggregate,recycled aggregate, such as from construction, demolition and excavationwaste, and mixtures and combinations thereof.

The preferred cementitious material for use with the present inventioncomprises Portland cement; preferably Portland cement and one of slagcement or fly ash; and more preferably Portland cement, slag cement andfly ash. Slag cement is also known as ground granulated blast-furnaceslag (GGBFS). The cementitious material preferably comprises a reducedamount of Portland cement and increased amounts of recycledsupplementary cementitious materials; i.e., slag cement and/or fly ash.This results in cementitious material and concrete that is moreenvironmentally friendly. One or more cementitious materials other thanslag cement or fly ash can also replace the Portland cement, in whole orin part. Such other cementitious or pozzolanic materials include, butare not limited to, silica fume; metakaolin; rice hull (or rice husk)ash; ground burnt clay bricks; brick dust; bone ash; animal blood; clay;other siliceous, aluminous or aluminosiliceous materials that react withcalcium hydroxide in the presence of water; hydroxide-containingcompounds, such as sodium hydroxide, magnesium hydroxide, or any othercompound having reactive hydrogen groups, other hydraulic cements andother pozzolanic materials. The portland cement can also be replaced, inwhole or in part, by one or more inert or filler materials other thanPortland cement, slag cement or fly ash. Such other inert or fillermaterials include, but are not limited to limestone powder; calciumcarbonate; titanium dioxide; quartz; or other finely divided mineralsthat densify the hydrated cement paste.

The preferred cementitious material for use with a disclosed embodimentof the present invention comprises 0% to approximately 100% by weightportland cement; preferably, 0% to approximately 80% by weight portlandcement. The ranges of 0% to approximately 100% by weight portland cementand 0% to approximately 80% by weight portland cement include all of theintermediate percentages; such as, 5%, 10%, 15%, 20%, 25%, 30%, 35%,40%, 45%, 50%, 55%, 60%, 65%, 70%, 75%, 80%, 85%, 90% and 95%. Thecementitious material of the present invention can also comprise 0% toapproximately 90% by weight portland cement, preferably 0% toapproximately 80% by weight portland cement, preferably 0% toapproximately 70% by weight portland cement, more preferably 0% toapproximately 60% by weight portland cement, most preferably 0% toapproximately 50% by weight portland cement, especially 0% toapproximately 40% by weight portland cement, more especially 0% toapproximately 30% by weight portland cement, most especially 0% toapproximately 20% by weight portland cement, or 0% to approximately 10%by weight portland cement. In one disclosed embodiment, the cementitiousmaterial comprises approximately 10% to approximately 45% by weightportland cement, more preferably approximately 10% to approximately 40%by weight portland cement, most preferably approximately 10% toapproximately 35% by weight portland cement, especially approximately33⅓% by weight portland cement, most especially approximately 10% toapproximately 30% by weight portland cement. In another disclosedembodiment of the present invention, the cementitious material comprisesapproximately 5% by weight portland cement, approximately 10% by weightportland cement, approximately 15% by weight portland cement,approximately 20% by weight portland cement, approximately 25% by weightportland cement, approximately 30% by weight portland cement,approximately 35% by weight portland cement, approximately 40% by weightportland cement, approximately 45% by weight portland cement orapproximately 50% by weight portland cement or any sub-combinationthereof. The preferred cementitious material for use in one disclosedembodiment of the present invention also comprises 0% to approximately90% by weight slag cement, preferably approximately 20% to approximately90% by weight slag cement, more preferably approximately 30% toapproximately 80% by weight slag cement, most preferably approximately30% to approximately 70% by weight slag cement, especially approximately30% to approximately 60% by weight slag cement, more especiallyapproximately 30% to approximately 50% by weight slag cement, mostespecially approximately 30% to approximately 40% by weight slag cement.In another disclosed embodiment the cementitious material comprisesapproximately 33⅓% by weight slag cement. In another disclosedembodiment of the present invention, the cementitious material cancomprise approximately 5% by weight slag cement, approximately 10% byweight slag cement, approximately 15% by weight slag cement,approximately 20% by weight slag cement, approximately 25% by weightslag cement, approximately 30% by weight slag cement, approximately 35%by weight slag cement, approximately 40% by weight slag cement,approximately 45% by weight slag cement, approximately 50% by weightslag cement, approximately 55% by weight slag cement, approximately 60%by weight slag cement, approximately 65%, approximately 70% by weightslag cement, approximately 75% by weight slag cement, approximately 80%by weight slag cement, approximately 85% by weight slag cement orapproximately 90% by weight slag cement or any sub-combination thereof.

The preferred cementitious material for use in one disclosed embodimentof the present invention, especially for the interior structural wythe12, also comprises 0% to approximately 50% by weight fly ash; preferablyapproximately 10% to approximately 45% by weight fly ash, morepreferably approximately 10% to approximately 40% by weight fly ash,most preferably approximately 10% to approximately 35% by weight flyash, especially approximately 33⅓% by weight fly ash. In anotherdisclosed embodiment of the present invention, the preferredcementitious material comprises 0% by weight fly ash, approximately 5%by weight fly ash, approximately 10% by weight fly ash, approximately15% by weight fly ash, approximately 20% by weight fly ash,approximately 25% by weight fly ash, approximately 30% by weight flyash, approximately 35% by weight fly ash, approximately 40% by weightfly ash, approximately 45% by weight fly ash or approximately 50% byweight fly ash or any sub-combination thereof. Preferably the fly ashhas an average particle size of <10 μm; more preferably 90% or more ofthe particles have a particles size of <10 μm.

The preferred cementitious material for use in one disclosed embodimentof the present invention, especially for the exterior non-structuralwythe 14, also comprises 0% to approximately 80% by weight fly ash,preferably approximately 10% to approximately 75% by weight fly ash,preferably approximately 10% to approximately 70% by weight fly ash,preferably approximately 10% to approximately 65% by weight fly ash,preferably approximately 10% to approximately 60% by weight fly ash,preferably approximately 10% to approximately 55% by weight fly ash,preferably approximately 10% to approximately 50% by weight fly ash,preferably approximately 10% to approximately 45% by weight fly ash,more preferably approximately 10% to approximately 40% by weight flyash, most preferably approximately 10% to approximately 35% by weightfly ash, especially approximately 33⅓% by weight fly ash. In anotherdisclosed embodiment of the present invention, the preferredcementitious material comprises 0% by weight fly ash, approximately 5%by weight fly ash, approximately 10% by weight fly ash, approximately15% by weight fly ash, approximately 20% by weight fly ash,approximately 25% by weight fly ash, approximately 30% by weight flyash, approximately 35% by weight fly ash, approximately 40% by weightfly ash, approximately 45% by weight fly ash or approximately 50% byweight fly ash, approximately 55% by weight fly ash, approximately 60%by weight fly ash, approximately 65% by weight fly ash, approximately70% by weight fly ash or approximately 75% by weight fly ash,approximately 80% by weight fly ash or any sub-combination thereof.Preferably the fly ash has an average particle size of <10 μm; morepreferably 90% or more of the particles have a particles size of <10 μm.

In one disclosed embodiment, the preferred cementitious material for usewith the present invention comprises approximately equal parts by weightof portland cement, slag cement and fly ash; i.e., approximately 33⅓% byweight portland cement, approximately 33⅓% by weight slag cement andapproximately 33⅓% by weight fly ash. In another disclosed embodiment, apreferred cementitious material for use with the present invention has aweight ratio of portland cement to slag cement to fly ash of 1:1:1. Inanother disclosed embodiment, the preferred cementitious material foruse with the present invention has a weight ratio of portland cement toslag cement to fly ash of approximately 0.85-1.15:0.85-1.15:0.85-1.15,preferably approximately 0.9-1.1:0.9-1.1:0.9-1.1, more preferablyapproximately 0.95-1.05:0.95-1.05:0.95-1.05. The cementitious materialdisclosed above can also optionally include 0.1% to approximately 10% byweight Wollastonite. Wollastonite is a calcium inosilicate mineral(CaSiO₃) that may contain small amounts of iron, magnesium, andmanganese substituted for calcium. In addition the cementitious materialcan optionally include 0.1-25% calcium oxide (quick lime), calciumhydroxide (hydrated lime), calcium carbonate or latex or polymeradmixtures, either mineral or synthetic, that have reactive hydroxylgroups.

In one disclosed embodiment, the cementitious material for use with thepresent invention comprises 0% to approximately 100% by weight portlandcement, 0% to approximately 90% by weight slag cement, and 0% toapproximately 80% by weight fly ash. In one disclosed embodiment, thecementitious material for use with the present invention comprises 0% toapproximately 80% by weight portland cement, 0% to approximately 90% byweight slag cement, and 0% to approximately 80% by weight fly ash. Inanother disclosed embodiment, the cementitious material for use with thepresent invention comprises 0% to approximately 70% by weight portlandcement, 0% to approximately 90% by weight slag cement, and 0% toapproximately 80% by weight fly ash. In another disclosed embodiment,the cementitious material for use with the present invention comprises0% to approximately 60% by weight portland cement, 0% to approximately90% by weight slag cement, and 0% to approximately 80% by weight flyash. In another disclosed embodiment, the cementitious material for usewith the present invention comprises 0% to approximately 50% by weightportland cement, 0% to approximately 90% by weight slag cement, and 0%to approximately 80% by weight fly ash. In another disclosed embodiment,the cementitious material for use with the present invention comprisesless than 50% by weight portland cement, 10% to approximately 90% byweight slag cement, and 10% to approximately 80% by weight fly ash. Inanother disclosed embodiment, the cementitious material for use with thepresent invention comprises approximately 10% to approximately 45% byweight portland cement, approximately 10% to approximately 90% by weightslag cement, and 10% to approximately 80% by weight fly ash. In anotherdisclosed embodiment, the cementitious material for use with the presentinvention comprises approximately 10% to approximately 40% by weightportland cement, approximately 10% to approximately 90% by weight slagcement, and 10% to approximately 80% by weight fly ash. In anotherdisclosed embodiment, the cementitious material for use with the presentinvention comprises approximately 10% to approximately 35% by weightportland cement, approximately 10% to approximately 90% by weight slagcement, and 10% to approximately 80% by weight fly ash.

In another disclosed embodiment, the cementitious material for use withthe present invention, especially for the exterior non-structural wythe14, comprises 0% to approximately 100% by weight portland cement; 0% toapproximately 90% by weight slag cement; 0% to approximately 80% byweight fly ash; 0% to 10% by weight Wollastonite; and 0% toapproximately 25% by weight calcium oxide, calcium hydroxide, or latexor polymer admixtures, either mineral or synthetic, that have reactivehydroxyl groups, or mixtures thereof. In one disclosed embodiment, thecementitious material for use with the present invention comprises 0% toapproximately 80% by weight portland cement; 0% to approximately 90% byweight slag cement; 0% to approximately 80% by weight fly ash; 0% toapproximately 10% by weight Wollastonite; and 0% to approximately 25% byweight calcium oxide, calcium hydroxide, or latex or polymer admixtures,either mineral or synthetic, that have reactive hydroxyl groups, ormixtures thereof. In another disclosed embodiment, the cementitiousmaterial for use with the present invention comprises 0% toapproximately 70% by weight portland cement; 0% to approximately 90% byweight slag cement; 0% to approximately 80% by weight fly ash; 0% toapproximately 10% by weight Wollastonite; and 0% to approximately 25% byweight calcium oxide, calcium hydroxide, or latex or polymer admixtures,either mineral or synthetic, that have reactive hydroxyl groups, ormixtures thereof. In another disclosed embodiment, the cementitiousmaterial for use with the present invention comprises 0% toapproximately 60% by weight portland cement; 0% to approximately 90% byweight slag cement; 0% to approximately 80% by weight fly ash; 0% toapproximately 10% by weight Wollastonite; and 0% to approximately 25% byweight calcium oxide, calcium hydroxide, or latex or polymer admixtures,either mineral or synthetic, that have reactive hydroxyl groups, ormixtures thereof. In another disclosed embodiment, the cementitiousmaterial for use with the present invention comprises 0% toapproximately 50% by weight portland cement; 0% to approximately 90% byweight slag cement; 0% to approximately 80% by weight fly ash; 0% toapproximately 10% by weight Wollastonite; and 0% to approximately 25% byweight calcium oxide, calcium hydroxide, or latex or polymer admixtures,either mineral or synthetic, that have reactive hydroxyl groups, ormixtures thereof. In another disclosed embodiment, the cementitiousmaterial for use with the present invention comprises less than 50% byweight portland cement; 10% to approximately 90% by weight slag cement;10% to approximately 80% by weight fly ash; 0% to approximately 10% byweight Wollastonite; and 0% to approximately 25% by weight calciumoxide, calcium hydroxide, or latex or polymer admixtures, either mineralor synthetic, that have reactive hydroxyl groups, or mixtures thereof.In another disclosed embodiment, the cementitious material for use withthe present invention comprises approximately 10% to approximately 45%by weight portland cement; approximately 10% to approximately 90% byweight slag cement; 10% to approximately 80% by weight fly ash; 0% toapproximately 10% by weight Wollastonite; and 0% to approximately 25% byweight calcium oxide, calcium hydroxide, or latex or polymer admixtures,either mineral or synthetic, that have reactive hydroxyl groups, ormixtures thereof. In another disclosed embodiment, the cementitiousmaterial for use with the present invention comprises approximately 10%to approximately 40% by weight portland cement; approximately 10% toapproximately 90% by weight slag cement; 10% to approximately 80% byweight fly ash; 0% to approximately 10% by weight Wollastonite; and 0%to approximately 25% by weight calcium oxide, calcium hydroxide, orlatex or polymer admixtures, either mineral or synthetic, that havereactive hydroxyl groups, or mixtures thereof. In another disclosedembodiment, the cementitious material for use with the present inventioncomprises approximately 10% to approximately 35% by weight portlandcement; approximately 10% to approximately 90% by weight slag cement;10% to approximately 80% by weight fly ash; 0% to approximately 10% byweight Wollastonite; and 0% to approximately 25% by weight calciumoxide, calcium hydroxide, or latex or polymer admixtures, either mineralor synthetic, that have reactive hydroxyl groups, or mixtures thereof.

In another disclosed embodiment, the cementitious material for use withthe present invention comprises 0% to approximately 100% by weightportland cement; 0% to approximately 90% by weight slag cement; 0% toapproximately 80% by weight fly ash; and 0.1% to 10% by weightWollastonite. In one disclosed embodiment, the cementitious material foruse with the present invention comprises 0% to approximately 80% byweight portland cement; 0% to approximately 90% by weight slag cement;0% to approximately 80% by weight fly ash; and 0.1% to approximately 10%by weight Wollastonite. In another disclosed embodiment, thecementitious material for use with the present invention comprises 0% toapproximately 70% by weight portland cement; 0% to approximately 90% byweight slag cement; 0% to approximately 80% by weight fly ash; and 0.1%to approximately 10% by weight Wollastonite. In another disclosedembodiment, the cementitious material for use with the present inventioncomprises 0% to approximately 60% by weight portland cement; 0% toapproximately 90% by weight slag cement; 0% to approximately 80% byweight fly ash; and 0.1% to approximately 10% by weight Wollastonite. Inanother disclosed embodiment, the cementitious material for use with thepresent invention comprises 0% to approximately 50% by weight portlandcement; 0% to approximately 90% by weight slag cement; 0% toapproximately 80% by weight fly ash; and 0.1% to approximately 10% byweight Wollastonite. In another disclosed embodiment, the cementitiousmaterial for use with the present invention comprises less than 50% byweight portland cement; 10% to approximately 90% by weight slag cement;10% to approximately 80% by weight fly ash; and 0.1% to approximately10% by weight Wollastonite. In another disclosed embodiment, thecementitious material for use with the present invention comprisesapproximately 10% to approximately 45% by weight portland cement;approximately 10% to approximately 90% by weight slag cement; 10% toapproximately 80% by weight fly ash; and 0.1% to approximately 10% byweight Wollastonite. In another disclosed embodiment, the cementitiousmaterial for use with the present invention comprises approximately 10%to approximately 40% by weight portland cement; approximately 10% toapproximately 90% by weight slag cement; 10% to approximately 80% byweight fly ash; and 0.1% to approximately 10% by weight Wollastonite. Inanother disclosed embodiment, the cementitious material for use with thepresent invention comprises approximately 10% to approximately 35% byweight portland cement; approximately 10% to approximately 90% by weightslag cement; 10% to approximately 80% by weight fly ash; and 0.1% toapproximately 10% by weight Wollastonite.

The portland cement, slag cement and fly ash can be combined physicallyor mechanically in any suitable manner and is not a critical feature.For example, the portland cement, slag cement and fly ash can be mixedtogether to form a uniform blend of dry material prior to combining withthe aggregate and water. Or, the portland cement, slag cement and flyash can be added separately to a conventional concrete mixer, such asthe transit mixer of a ready-mix concrete truck, at a batch plant. Thewater and aggregate can be added to the mixer before the cementitiousmaterial, however, it is preferable to add the cementitious materialfirst, the water second, the aggregate third and any makeup water last.

Chemical admixtures can also be used with the preferred concrete for usewith the present invention. Such chemical admixtures include, but arenot limited to, accelerators, retarders, air entrainments, plasticizers,superplasticizers, coloring pigments, corrosion inhibitors, bondingagents and pumping aid. Although chemical admixtures can be used withthe concrete of the present invention, it is believed that chemicaladmixtures are not necessary.

Mineral admixtures or additional supplementary cementitious material(“SCM”) can also be used with the concrete of the present invention.Such mineral admixtures include, but are not limited to, silica fume andhigh reactivity metakaolin. Although mineral admixtures can be used withthe concrete of the present invention, it is believed that mineraladmixtures are not necessary.

For the thin exterior wythe 14, any type of mortar, stucco, geopolymers,cement plaster, cementitious or polymer modified cement plasters,polymer modified stucco, acryclic base coat and finish coat materialscan be used to achieve any architectural type finish texture or color.

The concrete mix cured in a concrete form in which the temperature ofthe curing concrete is controlled in accordance with the presentinvention, especially controlled to follow a predetermined temperatureprofile, produces concrete with superior early strength and ultimatestrength properties compared to the same concrete mix cured in aconventional form without the use of any chemical additives toaccelerate or otherwise alter the curing process. Thus, in one disclosedembodiment of the present invention, the preferred cementitious materialcomprises at least two of portland cement, slag cement and fly ash inamounts such that at seven days the concrete mix cured in accordancewith the present invention has a compressive strength at least 25%greater than the same concrete mix would have after seven days in aconventional (i.e., non-insulated) concrete form under ambientconditions. In another disclosed embodiment, the preferred concrete mixcured in accordance with the present invention has a compressivestrength at least 50%, at least 100%, at least 150%, at least 200%, atleast 250% or at least 300% greater than the same concrete mix wouldhave after seven days in a conventional (i.e., non-insulated) concreteform under the same conditions.

In another disclosed embodiment of the present invention, the preferredcementitious material comprises portland cement, slag cement and fly ashin amounts such that at seven days the concrete mix cured in accordancewith the present invention has a compressive strength at least 25%greater than the same concrete mix would have after seven days in aconventional concrete form under ambient conditions. In anotherdisclosed embodiment the preferred concrete mix cured in accordance withthe present invention has a compressive strength at least 50%, at least100%, at least 150%, at least 200%, at least 250% or at least 300%greater than the same concrete mix would have after seven days in aconventional (i.e., non-insulated) concrete form under the sameconditions.

In another disclosed embodiment of the present invention, the preferredcementitious material comprises portland cement and slag cement inamounts such that at seven days the concrete mix cured in accordancewith the present invention has a compressive strength at least 25%greater than the same concrete mix would have after seven days in aconventional concrete form under ambient conditions. In anotherdisclosed embodiment, the preferred concrete mix cured in accordancewith the present invention has a compressive strength at least 50%, atleast 100%, at least 150%, at least 200%, at least 250% or at least 300%greater than the same concrete mix would have after seven days in aconventional (i.e., non-insulated) concrete form under the sameconditions.

In another disclosed embodiment of the present invention, the preferredcementitious material comprises portland cement and fly ash in amountssuch that at seven days the concrete mix cured in accordance with thepresent invention has a compressive strength at least 25% greater thanthe same concrete mix would have after seven days in a conventionalconcrete form under ambient conditions. In another disclosed embodimentthe preferred concrete mix cured in accordance with the presentinvention has a compressive strength at least 50%, at least 100%, atleast 150%, at least 200%, at least 250% or at least 300% greater thanthe same concrete mix would have after seven days in a conventional(i.e., non-insulated) concrete form under the same conditions.

As a part of the present invention, it has been found that concrete,mortar or other cementitious-based materials, especially polymermodified concrete, will bond quite securely with expanded polystyrenefoam that has not been formed in a mold so that the surface of the foamdoes not have a polished or shinny surface. Suitable polystyrene foamcan be obtained by cutting, such as with a knife blade, a saw or a hotwire, foam panels of a desired thickness from a larger block ofpolystyrene foam. The bond between the concrete, mortar or othercementitious-based materials and polystyrene foam is also enhanced byusing the concrete mix comprising portland cement, slag cement and flyash, as disclosed above. Furthermore, the bond between the concrete,mortar or other cementitious-based materials and polystyrene foam isalso enhanced by curing the concrete, mortar or other cementitious-basedmaterials in insulated concrete forms or molds, as disclosed herein.Additionally, the bond between the concrete, mortar or othercementitious-based materials and polystyrene foam is also enhanced bycuring the concrete, mortar or other cementitious-based materials atelevated temperatures, such as produced by the insulated concrete forms,electrically heated blankets, electrically heated concrete forms orsteam curing, for example above 100° F. (approximately 35° C.), for anextended period of time, such as 1 day to 3 days; preferably, 1 day to 7days. Under these conditions, the concrete, mortar or othercementitious-based materials and polystyrene foam seem to fuse together.In fact, the bond between the concrete, mortar or othercementitious-based materials and polystyrene foam, as disclosed above,is so strong that the bond between individual polystyrene foam beadswill fail before the bond between the concrete, mortar or othercementitious-based materials and the polystyrene foam.

It is specifically contemplated that the cementitious-based materialfrom which the interior structural wythe 12 and the exteriornon-structural wythe 14 are made can include reinforcing fibers madefrom material including, but not limited to, steel, plastic polymers,glass, basalt, carbon, and the like. The use of reinforcing fiber isparticularly preferred in the interior structural wythe 12 and theexterior non-structural wythe 14 made from polymer modified concrete,mortar and plasters, which provide the lightweight composite insulatedconcrete panel 10 in accordance with the present invention improvedflexural strength, as well as improved wind load capability and blastand seismic resistance.

The foregoing panel has been illustrated as a solid panel. Of course,for various building designs, some panels may need to have openings fordoors and/or windows. It is specifically contemplated that the panel inaccordance with the present invention can include such openings.Furthermore, when openings are designed into the panel of the presentinvention, it may be necessary to add additional stiffness to the panelin view of the openings for doors and/or windows. Thus, the panel inaccordance with the present invention can include stiffening ribs,beams, columns, and the like, and still be within the scope of thepresent invention.

It should be understood, of course, that the foregoing relates only tocertain disclosed embodiments of the present invention and that numerousmodifications or alterations may be made therein without departing fromthe spirit and scope of the invention as set forth in the appendedclaims.

1. A product comprising: a foam insulating panel, the panel having afirst primary surface and an opposite second primary surface; anelongate anchor member having a definite length defined by a first endand an opposite second end, a first portion of the anchor memberpenetrating the foam panel from the first primary surface to the secondprimary surface, a second portion of the anchor member extendingoutwardly from the second primary surface of the foam panel; an enlargedportion on the first end of the elongate anchor member, the firstenlarged portion having a primary adjacent and contacting the firstprimary surface of the foam insulating panel, wherein primary surface ofthe enlarged portion is flush with the first primary surface of the foaminsulating panel; a structural layer of cementitious-based materialhaving a primary surface and an opposite second primary surface formedon and adhered to the second primary surface of the foam insulatingpanel such that the second end of the anchor member is embedded in thestructural layer of cementitious-based material intermediate the firstand second primary surfaces thereof; and an architectural non-structurallayer of cementitious-based material formed on and adhered to the firstprimary surface of the foam insulating panel, wherein the architecturalnon-structural layer of cementitious-based material is approximately ⅛inch to 2 inches thick and is less than 50% the thickness of thestructural layer of cementitious-based material.
 2. The product of claim1, wherein the structural layer of cementitious-based material isapproximately 2 to approximately 8 inches thick.
 3. (canceled)
 4. Theproduct of claim 1, wherein the architectural non-structural layer ofcementitious-based material is less than 25% the thickness of thestructural layer of cementitious-based material.
 5. The product of claim1, wherein the architectural non-structural layer of cementitious-basedmaterial is less than 10% the thickness of the structural layer ofcementitious-based material. 6-7. (canceled)
 8. The product of claim 1,wherein the architectural non-structural layer of cementitious-basedmaterial comprises: approximately 10% to approximately 80% by weightportland cement; and at least one of approximately 20% to approximately90% by weight slag cement or 5% to approximately 80% by weight fly ash.9. The product of claim 8, wherein the weight ratio of portland cementto slag cement to fly ash is approximately 1 to 1 to
 1. 10. The productof claim 8, wherein the weight ratio of portland cement to slag cementto fly ash is approximately 0.85-1.15:0.85-1.15:0.85-1.15.
 11. Theproduct of claim 8, wherein the weight ratio of portland cement to slagcement to fly ash is approximately 0.9-1.1:0.9-1.1:0.9-1.1.
 12. Theproduct of claim 8, wherein the weight ratio of portland cement to slagcement to fly ash is approximately 0.95-1.05:0.95-1.05:0.95-1.05. 13.The product of claim 1, wherein the structural layer ofcementitious-based material comprises: approximately 10% toapproximately 80% by weight portland cement; and at least one ofapproximately 20% to approximately 90% by weight slag cement or 5% toapproximately 80% by weight fly ash.
 14. The product of claim 13,wherein the weight ratio of portland cement to slag cement to fly ash isapproximately 1 to 1 to
 1. 15. The product of claim 13, wherein theweight ratio of portland cement to slag cement to fly ash isapproximately 0.85-1.15:0.85-1.15:0.85-1.15.
 16. The product of claim13, wherein the weight ratio of portland cement to slag cement to flyash is approximately 0.9-1.1:0.9-1.1:0.9-1.1.
 17. The product of claim13, wherein the weight ratio of portland cement to slag cement to flyash is approximately 0.95-1.05:0.95-1.05:0.95-1.05.
 18. The product ofclaim 1 further comprising a third layer of cementitious-based materialformed on and adhered to select portions of the architecturalnon-structural layer of cementitious-based material.
 19. The product ofclaim 1 further comprising a layer of mesh disposed on and attached tothe first primary surface such that a portion of the layer of mesh isdisposed between the enlarged portion on the elongate anchor member andthe first primary surface.
 20. The product of claim 1, wherein the foaminsulating panel is approximately 1 inch to approximately 8 inchesthick.
 21. A product comprising: a foam insulating panel, the panelhaving a first primary surface and an opposite second primary surface;an elongate anchor member having a definite length defined by a firstend and an opposite second end, a first portion of the anchor memberpenetrating the foam panel from the first primary surface to the secondprimary surface, a second portion of the anchor member extendingoutwardly from the second primary surface of the foam panel; a firstenlarged portion on the first end of the elongate anchor member, thefirst enlarged portion having a primary adjacent and contacting thefirst primary surface of the foam insulating panel, wherein the primarysurface of the first enlarged portion is flush with the first primarysurface of the insulating panel; a second enlarged portion on theelongate anchor member intermediate the first and second ends thereof,the second enlarged portion contacting the second primary surface; astructural layer of cementitious-based material having a primary surfaceand an opposite second primary surface formed on and adhered to thesecond primary surface of the foam insulating panel such that the secondend of the anchor member is embedded in the structural layer ofcementitious-based material intermediate the first and second primarysurfaces thereof; and an architectural non-structural layer ofcementitious-based material of polymer modified concrete, polymermodified plaster or polymer modified mortar formed on and adhered to thefirst primary surface of the foam insulating panel, wherein thearchitectural non-structural layer of cementitious-based material isapproximately 1/8 to approximately 2 inches thick and is less than 50%of the thickness of the structural layer of cementitious-based material.22. The product of claim 21, wherein the structural layer ofcementitious-based material is approximately 2 to approximately 8 inchesthick.
 23. The product of claim 21, wherein the architecturalnon-structural layer of cementitious-based material is less than 25% thethickness of the first layer of cementitious-based material. 24.(canceled)
 25. The product of claim 21, wherein the first and secondlayers of cementitious-based material each comprise: approximately 10%to approximately 80% by weight portland cement; and at least one ofapproximately 20% to approximately 90% by weight slag cement or 5% toapproximately 80% by weight fly ash.
 26. The product of claim 25,wherein the weight ratio of portland cement to slag cement to fly ash isapproximately 1 to 1 to
 1. 27. The product of claim 25, wherein theweight ratio of portland cement to slag cement to fly ash isapproximately 0.85-1.15:0.85-1.15:0.85-1.15.
 28. The product of claim25, wherein the weight ratio of portland cement to slag cement to flyash is approximately 0.9-1.1:0.9-1.1:0.9-1.1.
 29. The product of claim25, wherein the weight ratio of portland cement to slag cement to flyash is approximately 0.95-1.05:0.95-1.05:0.95-1.05.
 30. The product ofclaim 16 further comprising a third layer of cementitious-based materialformed on and adhered to select portions of the second layer ofcementitious-based material.
 31. A product comprising: a foam insulatingpanel, the panel having a first primary surface and an opposite secondprimary surface; an elongate anchor member having a definite lengthdefined by a first end and an opposite second end, a first portion ofthe anchor member penetrating the foam panel from the first primarysurface to the second primary surface, a second portion of the anchormember extending outwardly from the second primary surface of the foampanel; a first enlarged portion on the first end of the elongate anchormember the first enlarged portion having a primary adjacent andcontacting the first primary surface of the foam insulating panel,wherein the primary surface of the first enlarged portion is flush withthe first primary surface of the foam insulating panel; a secondenlarged portion on the elongate anchor member intermediate the firstand second ends thereof, the second enlarged portion contacting thesecond primary surface of the foam insulating panel; the second end ofthe elongate anchor member being adapted to engage and receive anelongate reinforcing member; a structural layer of cementitious-basedmaterial having first primary surface and an opposite second primarysurface formed on and adhered to the second primary surface of the foaminsulating panel such that the second end of the anchor member isembedded in the structural layer of cementitious-based materialintermediate the first and second primary surfaces thereof; and anarchitectural non-structural layer of cementitious-based material formedon and adhered to the first primary surface of the foam insulatingpanel, wherein the architectural non-structural layer ofcementitious-based material is approximately ⅛ inch to 2 inches thickand is less than 50% of the thickness of the structural layer ofcementitious-based material.
 32. The product of claim 1, wherein thearchitectural non-structural layer is comprised of polymer modifiedconcrete, polymer modified plaster or polymer modified mortar.
 33. Theproduct of claim 21, wherein the architectural non-structural layer iscomprised of polymer modified concrete, polymer modified plaster orpolymer modified mortar.
 34. The product of claim 31, wherein thearchitectural non-structural layer is comprised of polymer modifiedconcrete, polymer modified plaster or polymer modified mortar.